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HomeMy WebLinkAbout301JGW - TrussesAlpine, an ITW company 514 Earth City Expressway Suite 242 Earth City, MO 63045 Phone: (800)326-4102 (314)344-9121 alpineitw.com Site Information: Page 1: Customer:Okaw Truss, Inc.Job Number:Q-157682 Job Description:/Chisholm Lumber & Supply /Farooqui Res. / Roof / Address:Westvale Drive, Carmel, IN 46032 Job Engineering Criteria: Design Code:IRC 2012 IntelliVIEW Version:20.02.00A JRef #:1X8a71240003 Wind Standard:ASCE 7-10 Wind Speed (mph):115 Design Loading (psf):40.00 Building Type:Closed This package contains general notes pages, 174 truss drawing(s) and 8 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 238.21.1441.04670 T1 2 238.21.1458.59573 T2 3 238.21.1500.33487 T3 4 238.21.1501.59167 T4 5 238.21.1505.45790 T5 6 238.21.1508.08200 T6 7 238.21.1509.07537 T7 8 238.21.1511.20030 T8 9 238.21.1512.38507 T9 10 238.21.1441.50930 T10 11 238.21.1443.49717 T11 12 238.21.1448.38237 T12 13 238.21.1450.39827 T13 14 238.21.1452.29483 T14 15 238.21.1455.10467 T15 16 238.21.1456.09400 T16 17 238.21.1457.36427 T17 18 238.21.1458.37180 T18 19 238.21.1458.54640 T19 20 238.21.1459.02917 T20 21 238.21.1459.09113 T21 22 238.21.1459.15537 T22 23 238.21.1459.27663 T23 24 238.21.1459.31617 T24 25 238.21.1459.35077 T25 26 238.21.1459.38930 T26 27 238.21.1500.06847 T27 28 238.21.1500.10737 T28 29 238.21.1500.22870 T29 30 238.21.1501.04813 T30 31 238.21.1501.11627 T31 32 238.21.1501.16097 T32 33 238.21.1501.26423 T33 34 238.21.1501.30590 T34 35 238.21.1501.35907 T35 36 238.21.1501.38410 T36 37 238.21.1501.40903 T37 38 238.21.1501.49427 T38 39 238.21.1501.54487 T39 40 238.21.1502.09100 T40 41 238.21.1502.24290 T41 42 238.21.1502.30993 T42 43 238.21.1504.24537 T43 44 238.21.1504.38877 T44 45 238.21.1505.16007 T45 46 238.21.1505.19743 T46 47 238.21.1505.28173 T47 48 238.21.1505.39073 T48 49 238.21.1505.42190 T49 50 238.21.1506.04823 T50 Printed 8/27/2021 8:01:40 AM 08/27/2021 Alpine, an ITW company 514 Earth City Expressway Suite 242 Earth City, MO 63045 Phone: (800)326-4102 (314)344-9121 alpineitw.com Site Information: Page 2: Customer:Okaw Truss, Inc.Job Number:Q-157682 Job Description:/Chisholm Lumber & Supply /Farooqui Res. / Roof / Address:Westvale Drive, Carmel, IN 46032 Item Drawing Number Truss Item Drawing Number Truss 51 238.21.1506.38637 T51 52 238.21.1506.49870 T52 53 238.21.1506.56247 T53 54 238.21.1507.00110 T54 55 238.21.1507.02980 T55 56 238.21.1507.06417 T56 57 238.21.1507.28783 T57 58 238.21.1507.31973 T58 59 238.21.1507.56547 T59 60 238.21.1508.12040 T60 61 238.21.1508.15997 T61 62 238.21.1508.20987 T62 63 238.21.1508.29457 T63 64 238.21.1508.35967 T64 65 238.21.1508.48827 T65 66 238.21.1508.57993 T67 67 238.21.1509.01267 T68 68 238.21.1509.03733 T69 69 238.21.1509.54710 T70 70 238.21.1510.01563 T71 71 238.21.1510.07130 T72 72 238.21.1510.14713 T73 73 238.21.1510.51873 T74 74 238.21.1510.54527 T75 75 238.21.1510.57583 T76 76 238.21.1510.59940 T77 77 238.21.1511.10367 T78 78 238.21.1511.14363 T79 79 238.21.1511.35660 T80 80 238.21.1511.41270 T81 81 238.21.1511.43857 T82 82 238.21.1511.46597 T83 83 238.21.1511.49053 T84 84 238.21.1512.03783 T85 85 238.21.1512.17633 T86 86 238.21.1512.23043 T87 87 238.21.1512.26947 T88 88 238.21.1512.34437 T89 89 238.21.1512.44573 T90 90 238.21.1512.53323 T91 91 238.21.1513.04250 T92 92 238.21.1513.07260 T93 93 238.21.1513.09440 T94 94 238.21.1513.12533 T95 95 238.21.1513.15263 T96 96 238.21.1513.18120 T97 97 238.21.1513.20603 T98 98 238.21.1513.31547 T99 99 238.21.1442.10557 T100 100 238.21.1442.27177 T101 101 238.21.1442.31147 T102 102 238.21.1442.35290 T103 103 238.21.1442.38640 T104 104 238.21.1442.41543 T105 105 238.21.1443.28043 T106 106 238.21.1443.34720 T107 107 238.21.1443.43323 T108 108 238.21.1443.46700 T109 109 238.21.1443.52120 T110 110 238.21.1444.04837 T111 111 238.21.1444.16353 T112 112 238.21.1444.19930 T113 113 238.21.1444.22613 T114 114 238.21.1444.26443 T115 115 238.21.1447.32477 T116 116 238.21.1448.19380 T117 Printed 8/27/2021 8:01:40 AM 08/27/2021 Alpine, an ITW company 514 Earth City Expressway Suite 242 Earth City, MO 63045 Phone: (800)326-4102 (314)344-9121 alpineitw.com Site Information: Page 3: Customer:Okaw Truss, Inc.Job Number:Q-157682 Job Description:/Chisholm Lumber & Supply /Farooqui Res. / Roof / Address:Westvale Drive, Carmel, IN 46032 Item Drawing Number Truss Item Drawing Number Truss 117 238.21.1448.29513 T118 118 238.21.1448.35400 T119 119 238.21.1448.40390 T120 120 238.21.1448.49077 T121 121 238.21.1449.09680 T122 122 238.21.1449.12760 T123 123 238.21.1449.15200 T124 124 238.21.1449.17283 T125 125 238.21.1449.24217 T126 126 238.21.1449.30120 T127 127 238.21.1450.12117 T128 128 238.21.1450.20080 T129 129 238.21.1450.43100 T130 130 238.21.1450.48023 T131 131 238.21.1450.50270 T132 132 238.21.1450.53687 T133 133 238.21.1450.58900 T134 134 238.21.1451.01990 T135 135 238.21.1451.24930 T136 136 238.21.1451.31443 T137 137 238.21.1451.44700 T138 138 238.21.1452.11013 T139 139 238.21.1452.40557 T140 140 238.21.1452.45880 T141 141 238.21.1453.06637 T142 142 238.21.1453.12960 T143 143 238.21.1453.57347 T144 144 238.21.1454.54220 T145 145 238.21.1454.57917 T146 146 238.21.1455.01220 T147 147 238.21.1455.04177 T148 148 238.21.1455.06190 T149 149 238.21.1455.15017 T150 150 238.21.1455.19393 T151 151 238.21.1455.26237 T152 152 238.21.1455.32620 T153 153 238.21.1455.37430 T154 154 238.21.1455.41097 T155 155 238.21.1455.43107 T156 156 238.21.1455.48997 T157 157 238.21.1455.55587 T158 158 238.21.1455.59800 T159 159 238.21.1456.28923 T160 160 238.21.1456.33447 T161 161 238.21.1456.36790 T162 162 238.21.1456.39247 T163 163 238.21.1457.08823 T164 164 238.21.1457.12723 T165 165 238.21.1457.15377 T166 166 238.21.1457.18577 T167 167 238.21.1457.27557 T168 168 238.21.1457.30860 T169 169 238.21.1457.42880 T170 170 238.21.1457.48907 T171 171 238.21.1458.12763 T172 172 238.21.1458.16180 T173 173 238.21.1458.20500 T174 174 238.21.1458.28100 T175 175 BRCLBSUB0119 176 VAL160101014 177 DEFLCAMB1014 178 PB115101217 179 A11530ENC101014 180 GABRST101014 181 GBLLETIN0118 182 A11515ENC101014 Printed 8/27/2021 8:01:40 AM 08/27/2021 General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AWC. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer’s seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.org. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. CL = Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT = Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT = FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL = additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. Ic = Incised lumber. FJ = Finger Jointed lumber. L/# = user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the vertical Deflection due to creep, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc = Location, starting location of left end of bearing or panel point (joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R = maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R = maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL = maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). Rw = maximum downward design Reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the identified location (Loc). TCDL = Top Chord standard design Dead Load in pounds per square foot. TCLL = Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity (wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) = maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W = Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175; www.awc.org. 2. ICC: International Code Council; www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 514 Earth City Expressway, Suite 242, Earth City, MO 63045; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601; www.tpinst.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www. sbcacomponents.com. Page 3 of 3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E61 /- /- /54 /- /28 C28 /- /- /25 /13 /- B46 /- /- /32 /20 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(TL): 0.001 D 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.034 Max BC CSI: 0.019 Max Web CSI: 0.019 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T1 Ply: 1 Qty: 1 SEQN: 262410 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T1 DrwNo: 238.21.1441.04670 CAT / BAF 08/26/2021 1'1" 1'1" 1'4"8 3"81'1"22'5"9A B CDE 12 12 3X5 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E61 /- /- /54 /- /28 C28 /- /- /25 /13 /- B46 /- /- /32 /20 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 D 999 360 VERT(TL): 0.001 D 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.034 Max BC CSI: 0.019 Max Web CSI: 0.019 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T1 Ply: 1 Qty: 1 SEQN: 262410 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T1 DrwNo: 238.21.1441.04670 CAT / BAF 08/26/2021 1'1" 1'1" 1'4"8 3"81'1"22'5"9A B CDE 12 12 3X5 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #1;B4 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8,W9,W16,W17,W18 2x4 SP #2; W13 2x4 SP #1;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL X 1462 /- /- /851 /- /291 L 1535 /- /- /799 /- /- Wind reactions based on MWFRS X Brg Width = 3.5 Min Req = 1.5 L Brg Width = 3.5 Min Req = 1.8 Bearings X & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 508 -2916 B - C 917 -5371 C - D 1233 - 7495 D - E 1469 - 9219 E - F 574 -3773 F - G 704 - 4749 Chords Tens. Comp. G - H 699 - 4612 H - I 703 -4584 I - J 336 - 1900 J - K 329 -1899 K - L 331 -2313 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 3087 - 682 V - U 5526 - 1033 U - T 7588 - 1295 T - S 7338 - 1182 Chords Tens. Comp. Q - P 3237 - 398 P - O 1906 - 204 O - N 1906 - 204 N - L 1907 - 204 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 253 -1417 A - W 2477 - 415 W - B 255 - 1411 B - V 1942 - 283 V - C 197 -1245 C - U 1664 - 218 U - D 141 -1016 D - T 1370 - 164 T - E 3776 - 619 Webs Tens. Comp. E - S 749 -4252 S - F 164 -1235 S - Q 4086 - 577 F - Q 858 - 52 Q - I 2265 - 316 I - P 349 - 1998 J - P 1413 - 212 P - K 119 -441 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.527 E 790 360 VERT(TL): 1.668 E 249 240 HORZ(LL): 0.392 L - - HORZ(TL): 1.239 L - - Creep Factor: 2.0 Max TC CSI: 0.730 Max BC CSI: 0.901 Max Web CSI: 0.938 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T2 Ply: 1 Qty: 1 SEQN: 262358 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T2 DrwNo: 238.21.1458.59573 CAT / BAF 08/26/2021 T1 B3 B4 W2 W4 W6 W8 W9 W13 W16 W17 W18 34'9"8 1'11"7 1'11"7 3'9"2 1'9"11 5'6"13 1'9"11 11'7"1 6'0"4 14'7" 2'11"15 15'11"6 1'4"6 22'1" 6'1"10 28'4"6 6'3"6 34'9"8 6'5"2 3"8 3"8 1'11"7 1'7"15 3'9"2 1'9"11 5'6"13 1'9"11 7'3"11 1'8"14 11'7"1 4'3"6 14'7" 2'11"15 22'1" 7'6" 28'4"6 6'3"6 34'9"8 6'5"2 1'2"8 1'2"2 6'1"26"10 4'1"214'0"11(a) (a) A B C D E F GH I J K L M NOPQ RST U V W X 7 12 7 12 3X8 2X6 5X5 4X5 4X5 4X5 4X4 SS0615 6X10 5X14 2X3 10X122X3 6X8 5X5 3X10 2X3 5X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #1;B4 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8,W9,W16,W17,W18 2x4 SP #2; W13 2x4 SP #1;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL X 1462 /- /- /851 /- /291 L 1535 /- /- /799 /- /- Wind reactions based on MWFRS X Brg Width = 3.5 Min Req = 1.5 L Brg Width = 3.5 Min Req = 1.8 Bearings X & L are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 508 -2916 B - C 917 -5371 C - D 1233 - 7495 D - E 1469 - 9219 E - F 574 -3773 F - G 704 - 4749 Chords Tens. Comp. G - H 699 - 4612 H - I 703 -4584 I - J 336 - 1900 J - K 329 -1899 K - L 331 -2313 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. W - V 3087 - 682 V - U 5526 - 1033 U - T 7588 - 1295 T - S 7338 - 1182 Chords Tens. Comp. Q - P 3237 - 398 P - O 1906 - 204 O - N 1906 - 204 N - L 1907 - 204 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - X 253 -1417 A - W 2477 - 415 W - B 255 - 1411 B - V 1942 - 283 V - C 197 -1245 C - U 1664 - 218 U - D 141 -1016 D - T 1370 - 164 T - E 3776 - 619 Webs Tens. Comp. E - S 749 -4252 S - F 164 -1235 S - Q 4086 - 577 F - Q 858 - 52 Q - I 2265 - 316 I - P 349 - 1998 J - P 1413 - 212 P - K 119 -441 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.527 E 790 360 VERT(TL): 1.668 E 249 240 HORZ(LL): 0.392 L - - HORZ(TL): 1.239 L - - Creep Factor: 2.0 Max TC CSI: 0.730 Max BC CSI: 0.901 Max Web CSI: 0.938 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T2 Ply: 1 Qty: 1 SEQN: 262358 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T2 DrwNo: 238.21.1458.59573 CAT / BAF 08/26/2021 T1 B3 B4 W2 W4 W6 W8 W9 W13 W16 W17 W18 34'9"8 1'11"7 1'11"7 3'9"2 1'9"11 5'6"13 1'9"11 11'7"1 6'0"4 14'7" 2'11"15 15'11"6 1'4"6 22'1" 6'1"10 28'4"6 6'3"6 34'9"8 6'5"2 3"8 3"8 1'11"7 1'7"15 3'9"2 1'9"11 5'6"13 1'9"11 7'3"11 1'8"14 11'7"1 4'3"6 14'7" 2'11"15 22'1" 7'6" 28'4"6 6'3"6 34'9"8 6'5"2 1'2"8 1'2"2 6'1"26"10 4'1"214'0"11(a) (a) A B C D E F GH I J K L M NOPQ RST U V W X 7 12 7 12 3X8 2X6 5X5 4X5 4X5 4X5 4X4 SS0615 6X10 5X14 2X3 10X122X3 6X8 5X5 3X10 2X3 5X5(B2) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 5.12TC: From 34 plf at 5.12 to 34 plf at 23.79TC: From 68 plf at 23.79 to 68 plf at 28.92 BC: From 20 plf at 1.98 to 20 plf at 5.16BC: From 10 plf at 5.16 to 10 plf at 23.76BC: From 20 plf at 23.76 to 20 plf at 26.94BC: 617 lb Conc. Load at 5.16,23.76BC: 221 lb Conc. Load at 7.19, 9.19,11.19,13.1914.46,15.73,17.73,19.73,21.73 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 62 3.15 21.82Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2438 /- /- /- /693 /- I 2438 /- /- /- /693 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 243 - 855 B - C 517 -1780 C - D 634 -2167 D - E 717 -2436 Chords Tens. Comp. E - F 717 -2436 F - G 634 - 2167 G - H 517 - 1780 H - I 243 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1513 - 436O - N 1519 - 439 N - M 2182 - 639 M - L 2182 - 639 Chords Tens. Comp. L - K 2182 - 639K - J 1519 - 439 J - H 1513 - 436 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 823 -249 Webs Tens. Comp. K - G 823 -248 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.126 E 999 360 VERT(TL): 0.388 E 876 240 HORZ(LL): 0.077 C - - HORZ(TL): 0.237 C - - Creep Factor: 2.0 Max TC CSI: 0.969 Max BC CSI: 0.347 Max Web CSI: 0.202 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T3 Ply: 2 Qty: 1 SEQN: 262908 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T3 DrwNo: 238.21.1500.33487 CAT / BAF 08/26/2021 2 Complete Trusses Required T2 28'11" 1'11"11 1'11"11 5'1"8 3'1"13 9'10"6 4'8"14 14'5"8 4'7"2 19'0"10 4'7"2 23'9"8 4'8"14 26'11"5 3'1"13 28'11" 1'11"11 1'11"11 1'11"11 5'1"8 3'1"13 9'10"6 4'8"14 14'5"8 4'7"2 19'0"10 4'7"2 23'9"8 4'8"14 26'11"5 3'1"13 28'11" 1'11"11 1'7"15 9"94'3"25'11"1A B C DEF G H IJKLMNO 12 12 4X14(A1) 6X10 2X3 3X5 3X5 4X4 2X3 3X7 3X5 3X5 2X3 6X10 4X14(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 5.12TC: From 34 plf at 5.12 to 34 plf at 23.79TC: From 68 plf at 23.79 to 68 plf at 28.92 BC: From 20 plf at 1.98 to 20 plf at 5.16BC: From 10 plf at 5.16 to 10 plf at 23.76BC: From 20 plf at 23.76 to 20 plf at 26.94BC: 617 lb Conc. Load at 5.16,23.76BC: 221 lb Conc. Load at 7.19, 9.19,11.19,13.1914.46,15.73,17.73,19.73,21.73 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 62 3.15 21.82Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2438 /- /- /- /693 /- I 2438 /- /- /- /693 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 I Brg Width = 3.5 Min Req = 1.5 Bearings A & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 243 - 855 B - C 517 -1780 C - D 634 -2167 D - E 717 -2436 Chords Tens. Comp. E - F 717 -2436 F - G 634 - 2167 G - H 517 - 1780 H - I 243 -855 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - O 1513 - 436O - N 1519 - 439 N - M 2182 - 639 M - L 2182 - 639 Chords Tens. Comp. L - K 2182 - 639K - J 1519 - 439 J - H 1513 - 436 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - N 823 -249 Webs Tens. Comp. K - G 823 -248 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.126 E 999 360 VERT(TL): 0.388 E 876 240 HORZ(LL): 0.077 C - - HORZ(TL): 0.237 C - - Creep Factor: 2.0 Max TC CSI: 0.969 Max BC CSI: 0.347 Max Web CSI: 0.202 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T3 Ply: 2 Qty: 1 SEQN: 262908 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T3 DrwNo: 238.21.1500.33487 CAT / BAF 08/26/2021 2 Complete Trusses Required T2 28'11" 1'11"11 1'11"11 5'1"8 3'1"13 9'10"6 4'8"14 14'5"8 4'7"2 19'0"10 4'7"2 23'9"8 4'8"14 26'11"5 3'1"13 28'11" 1'11"11 1'11"11 1'11"11 5'1"8 3'1"13 9'10"6 4'8"14 14'5"8 4'7"2 19'0"10 4'7"2 23'9"8 4'8"14 26'11"5 3'1"13 28'11" 1'11"11 1'7"15 9"94'3"25'11"1A B C DEF G H IJKLMNO 12 12 4X14(A1) 6X10 2X3 3X5 3X5 4X4 2X3 3X7 3X5 3X5 2X3 6X10 4X14(A1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8,W9,W14,W15,W16 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 4X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W 1465 /- /- /853 /- /291 M 1532 /- /- /799 /- /- Wind reactions based on MWFRS W Brg Width = 3.5 Min Req = 1.5 M Brg Width = 3.5 Min Req = 1.8 Bearings W & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 510 -2922 B - C 920 -5384 C - D 1238 - 7511 D - E 1479 - 9254 E - F 585 -3829 Chords Tens. Comp. F - G 416 - 2541 G - H 420 - 2427 H - I 313 -1526 I - J 314 - 1533 J - K 260 -1598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 3094 - 684 U - T 5539 - 1037 T - S 7606 - 1300 S - R 7367 - 1190 Chords Tens. Comp. R - Q 3196 - 455 Q - P 2103 - 254 P - O 2103 - 254 O - N 1313 - 142 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 253 -1420 A - V 2482 - 417 V - B 256 -1414 B - U 1947 - 285 U - C 198 -1248 C - T 1667 - 219 T - D 143 - 1022 D - S 1388 - 168 S - E 3792 - 623 Webs Tens. Comp. E - R 750 -4248 R - F 1290 - 196 F - Q 262 - 1415 Q - H 1040 - 148 H - O 239 -1210 I - O 1053 - 193 N - K 1357 - 142 K - M 267 -1478 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.474 E 880 360 VERT(TL): 1.500 E 278 240 HORZ(LL): 0.340 M - - HORZ(TL): 1.075 M - - Creep Factor: 2.0 Max TC CSI: 0.665 Max BC CSI: 0.803 Max Web CSI: 0.931 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T4 Ply: 1 Qty: 1 SEQN: 262350 COMN FROM: TMS Cust: R 7124 JRef:1X8a71240003 T4 DrwNo: 238.21.1501.59167 CAT / BAF 08/26/2021 T1 B3 W2 W4 W6 W8 W9 W14 W15 W16 34'9"8 1'11"7 1'11"7 3'9"2 1'9"11 5'6"13 1'9"11 11'7"1 6'0"4 15'9"10 4'2"9 22'1" 6'3"6 28'4"6 6'3"6 34'9"8 6'5"2 3"8 3"8 1'11"7 1'7"15 3'9"2 1'9"11 5'6"13 1'9"11 7'3"11 1'8"14 11'7"1 4'3"6 15'9"10 4'2"9 22'1" 6'3"6 28'4"6 6'3"6 34'9"8 6'5"2 1'2"8 1'2"2 4'1"22'6"1014'0"11(a) (b)(c) A B C D E F G H I J K L MNOPQRS T U V W 7 12 7 12 3X8 2X6 5X5 4X4 4X4 SS0615 6X10 3X10 4X7 3X5 4X4 3X5 5X5 3X8 3X5 4X4 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8,W9,W14,W15,W16 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 4X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL W 1465 /- /- /853 /- /291 M 1532 /- /- /799 /- /- Wind reactions based on MWFRS W Brg Width = 3.5 Min Req = 1.5 M Brg Width = 3.5 Min Req = 1.8 Bearings W & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 510 -2922 B - C 920 -5384 C - D 1238 - 7511 D - E 1479 - 9254 E - F 585 -3829 Chords Tens. Comp. F - G 416 - 2541 G - H 420 - 2427 H - I 313 -1526 I - J 314 - 1533 J - K 260 -1598 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. V - U 3094 - 684 U - T 5539 - 1037 T - S 7606 - 1300 S - R 7367 - 1190 Chords Tens. Comp. R - Q 3196 - 455 Q - P 2103 - 254 P - O 2103 - 254 O - N 1313 - 142 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - W 253 -1420 A - V 2482 - 417 V - B 256 -1414 B - U 1947 - 285 U - C 198 -1248 C - T 1667 - 219 T - D 143 - 1022 D - S 1388 - 168 S - E 3792 - 623 Webs Tens. Comp. E - R 750 -4248 R - F 1290 - 196 F - Q 262 - 1415 Q - H 1040 - 148 H - O 239 -1210 I - O 1053 - 193 N - K 1357 - 142 K - M 267 -1478 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.474 E 880 360 VERT(TL): 1.500 E 278 240 HORZ(LL): 0.340 M - - HORZ(TL): 1.075 M - - Creep Factor: 2.0 Max TC CSI: 0.665 Max BC CSI: 0.803 Max Web CSI: 0.931 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T4 Ply: 1 Qty: 1 SEQN: 262350 COMN FROM: TMS Cust: R 7124 JRef:1X8a71240003 T4 DrwNo: 238.21.1501.59167 CAT / BAF 08/26/2021 T1 B3 W2 W4 W6 W8 W9 W14 W15 W16 34'9"8 1'11"7 1'11"7 3'9"2 1'9"11 5'6"13 1'9"11 11'7"1 6'0"4 15'9"10 4'2"9 22'1" 6'3"6 28'4"6 6'3"6 34'9"8 6'5"2 3"8 3"8 1'11"7 1'7"15 3'9"2 1'9"11 5'6"13 1'9"11 7'3"11 1'8"14 11'7"1 4'3"6 15'9"10 4'2"9 22'1" 6'3"6 28'4"6 6'3"6 34'9"8 6'5"2 1'2"8 1'2"2 4'1"22'6"1014'0"11(a) (b)(c) A B C D E F G H I J K L MNOPQRS T U V W 7 12 7 12 3X8 2X6 5X5 4X4 4X4 SS0615 6X10 3X10 4X7 3X5 4X4 3X5 5X5 3X8 3X5 4X4 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 181 /- /- /174 /76 /- D 45 /- /- /26 /- /9 C 45 /- /- /53 /29 /74 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.91 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.045 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T5 Ply: 1 Qty: 2 SEQN: 262901 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T5 DrwNo: 238.21.1505.45790 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 10"89"91'7"151'1"12'9"3'2"14A B C D E 12 12 12 12 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 181 /- /- /174 /76 /- D 45 /- /- /26 /- /9 C 45 /- /- /53 /29 /74 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.91 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.045 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T5 Ply: 1 Qty: 2 SEQN: 262901 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T5 DrwNo: 238.21.1505.45790 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 10"89"91'7"151'1"12'9"3'2"14A B C D E 12 12 12 12 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 48 4.32 20.65Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1237 /- /- /714 /185 /157 H 1237 /- /- /714 /185 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 168 - 860 B - C 273 -1593 C - D 361 -1749 D - E 360 -1744 Chords Tens. Comp. E - F 358 -1735 F - G 273 - 1593 G - H 169 - 860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1256 - 182M - L 1253 - 180 L - K 1750 - 227 Chords Tens. Comp. K - J 1750 - 227J - I 1253 - 108 I - G 1257 - 110 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. C - L 657 -156 Webs Tens. Comp. J - F 645 -150 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 D 999 360 VERT(TL): 0.321 D 999 240 HORZ(LL): 0.073 G - - HORZ(TL): 0.240 G - - Creep Factor: 2.0 Max TC CSI: 0.975 Max BC CSI: 0.487 Max Web CSI: 0.272 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T6 Ply: 1 Qty: 1 SEQN: 262882 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T6 DrwNo: 238.21.1508.08200 CAT / BAF 08/26/2021 T2 28'11" 1'11"11 1'11"11 6'3"8 4'3"13 11'9"7 5'5"15 17'1"9 5'4"3 22'7"8 5'5"15 26'11"5 4'3"13 28'11" 1'11"11 1'11"11 1'11"11 6'3"8 4'3"13 11'9"7 5'5"15 17'1"9 5'4"3 22'7"8 5'5"15 26'11"5 4'3"13 28'11" 1'11"11 1'7"15 9"95'5"27'1"1A B C DE F G HIJKLM 12 12 4X12(B2) 6X10 2X3 2X3 3X7 3X5 3X5 3X5 2X3 6X10 4X12(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 48 4.32 20.65Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1237 /- /- /714 /185 /157 H 1237 /- /- /714 /185 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings A & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 168 - 860 B - C 273 -1593 C - D 361 -1749 D - E 360 -1744 Chords Tens. Comp. E - F 358 -1735 F - G 273 - 1593 G - H 169 - 860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - M 1256 - 182M - L 1253 - 180 L - K 1750 - 227 Chords Tens. Comp. K - J 1750 - 227J - I 1253 - 108 I - G 1257 - 110 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. C - L 657 -156 Webs Tens. Comp. J - F 645 -150 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.52 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.098 D 999 360 VERT(TL): 0.321 D 999 240 HORZ(LL): 0.073 G - - HORZ(TL): 0.240 G - - Creep Factor: 2.0 Max TC CSI: 0.975 Max BC CSI: 0.487 Max Web CSI: 0.272 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T6 Ply: 1 Qty: 1 SEQN: 262882 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T6 DrwNo: 238.21.1508.08200 CAT / BAF 08/26/2021 T2 28'11" 1'11"11 1'11"11 6'3"8 4'3"13 11'9"7 5'5"15 17'1"9 5'4"3 22'7"8 5'5"15 26'11"5 4'3"13 28'11" 1'11"11 1'11"11 1'11"11 6'3"8 4'3"13 11'9"7 5'5"15 17'1"9 5'4"3 22'7"8 5'5"15 26'11"5 4'3"13 28'11" 1'11"11 1'7"15 9"95'5"27'1"1A B C DE F G HIJKLM 12 12 4X12(B2) 6X10 2X3 2X3 3X7 3X5 3X5 3X5 2X3 6X10 4X12(B2) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 159 /- /- /101 /2 /49 D42 /- /- /34 /14 /- C54 /- /- /23 /25 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.000 C - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.061 Max BC CSI: 0.044 Max Web CSI: 0.026 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T7 Ply: 1 Qty: 2 SEQN: 262888 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T7 DrwNo: 238.21.1509.07537 CAT / BAF 08/26/2021 1'9"11 1'9"11 2'1"3 3"810"81'1"12'3"12A B C DEF 7 12 3X5 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 159 /- /- /101 /2 /49 D42 /- /- /34 /14 /- C54 /- /- /23 /25 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.000 C - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.061 Max BC CSI: 0.044 Max Web CSI: 0.026 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T7 Ply: 1 Qty: 2 SEQN: 262888 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T7 DrwNo: 238.21.1509.07537 CAT / BAF 08/26/2021 1'9"11 1'9"11 2'1"3 3"810"81'1"12'3"12A B C DEF 7 12 3X5 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 264 /- /- /160 /- /143 E77 /- /- /83 /56 /- D91 /- /- /66 /37 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 G 999 360 VERT(TL): 0.061 G 764 240 HORZ(LL): 0.018 F - - HORZ(TL): 0.061 F - - Creep Factor: 2.0 Max TC CSI: 0.177 Max BC CSI: 0.159 Max Web CSI: 0.082 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T8 Ply: 1 Qty: 2 SEQN: 262894 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T8 DrwNo: 238.21.1511.20030 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 3'8" 1'8"9 3'11"8 3"8 10"8 9"9 1'7"153'1"24'9"15'2"15A B C D EFG H 12 12 12 12 2X3 3X3 4X4(SRS) 3X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 264 /- /- /160 /- /143 E77 /- /- /83 /56 /- D91 /- /- /66 /37 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.92 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 G 999 360 VERT(TL): 0.061 G 764 240 HORZ(LL): 0.018 F - - HORZ(TL): 0.061 F - - Creep Factor: 2.0 Max TC CSI: 0.177 Max BC CSI: 0.159 Max Web CSI: 0.082 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T8 Ply: 1 Qty: 2 SEQN: 262894 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T8 DrwNo: 238.21.1511.20030 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 3'8" 1'8"9 3'11"8 3"8 10"8 9"9 1'7"153'1"24'9"15'2"15A B C D EFG H 12 12 12 12 2X3 3X3 4X4(SRS) 3X5 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 11 4.12 5.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 323 /- /- /205 /- /118 E 212 /- /- /199 /128 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.006 F 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.006 C - - Creep Factor: 2.0 Max TC CSI: 0.300 Max BC CSI: 0.116 Max Web CSI: 0.222 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T9 Ply: 1 Qty: 1 SEQN: 263058 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T9 DrwNo: 238.21.1512.38507 CAT / BAF 08/26/2021 5'0"8 4'1"7 4'1"7 5'0"8 11"1 4'1"7 4'1"7 5'0"8 11"1 1'2"83'9"147'11"5A B CD EFG 12 12 3X5 2X3 3X5 4X42X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 11 4.12 5.04Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 323 /- /- /205 /- /118 E 212 /- /- /199 /128 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.006 F 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.006 C - - Creep Factor: 2.0 Max TC CSI: 0.300 Max BC CSI: 0.116 Max Web CSI: 0.222 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T9 Ply: 1 Qty: 1 SEQN: 263058 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T9 DrwNo: 238.21.1512.38507 CAT / BAF 08/26/2021 5'0"8 4'1"7 4'1"7 5'0"8 11"1 4'1"7 4'1"7 5'0"8 11"1 1'2"83'9"147'11"5A B CD EFG 12 12 3X5 2X3 3X5 4X42X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8 2x4 SP #2;W10 2x4 SP #1;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 4X5 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1345 /- /- /777 /- /268 K 1418 /- /- /759 /8 /- Wind reactions based on MWFRS U Brg Width = 3.5 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.7 Bearings U & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 478 -2869 B - C 841 -5223 C - D 1110 - 7227 D - E 1261 - 8632 E - F 1282 - 8502 Chords Tens. Comp. F - G 476 - 3145 G - H 480 - 3079 H - I 304 -1669 I - J 298 - 1671 J - K 300 -2105 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 3022 - 600 S - R 5350 - 900 R - Q 7326 - 1119 Q - P 3773 - 488 Chords Tens. Comp. P - O 2620 - 300 O - N 2620 - 300 N - M 1729 - 179 M - K 1731 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 224 -1302 A - T 2441 - 389 T - B 223 - 1281 B - S 1869 - 245 S - C 158 -1087 C - R 1597 - 183 R - D 114 -904 Webs Tens. Comp. D - Q 1048 - 81 Q - F 5067 - 781 F - P 256 - 1555 P - H 1284 - 165 H - N 264 -1491 I - N 1170 - 177 N - J 120 -449 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.20 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.497 E 769 360 VERT(TL): 1.575 E 242 240 HORZ(LL): 0.351 K - - HORZ(TL): 1.112 K - - Creep Factor: 2.0 Max TC CSI: 0.676 Max BC CSI: 0.763 Max Web CSI: 0.839 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T10 Ply: 1 Qty: 4 SEQN: 262361 COMN FROM: TMS Cust: R 7124 JRef:1X8a71240003 T10 DrwNo: 238.21.1441.50930 CAT / BAF 08/26/2021 T1 B3 W2 W4 W6 W8 W10 31'11"8 2'1"4 2'1"4 4'0"12 1'11"8 6'0"3 1'11"8 10'5"3 4'5" 12'10"11 2'5"8 19'3" 6'4"5 25'7"5 6'4"5 31'11"8 6'4"3 3"8 3"8 2'1"4 1'9"12 4'0"12 1'11"8 6'0"3 1'11"8 7'10"14 1'10"11 12'10"11 4'11"13 19'3" 6'4"5 25'7"5 6'4"5 31'11"8 6'4"3 1'2"8 1'2"2 4'5"56"1012'4"14(a) A B C D E F G H I J K L MNOPQ R S T U 7 12 7 12 3X8 2X6 5X5 4X4 4X4 3X5 SS0615 2X3 4X14 3X53X7 H0308 4X5 3X10 3X5 2X3 4X5(B2) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B3 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8 2x4 SP #2;W10 2x4 SP #1;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 4X5 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses.See "WARNING" note below. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1345 /- /- /777 /- /268 K 1418 /- /- /759 /8 /- Wind reactions based on MWFRS U Brg Width = 3.5 Min Req = 1.5 K Brg Width = 3.5 Min Req = 1.7 Bearings U & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 478 -2869 B - C 841 -5223 C - D 1110 - 7227 D - E 1261 - 8632 E - F 1282 - 8502 Chords Tens. Comp. F - G 476 - 3145 G - H 480 - 3079 H - I 304 -1669 I - J 298 - 1671 J - K 300 -2105 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 3022 - 600 S - R 5350 - 900 R - Q 7326 - 1119 Q - P 3773 - 488 Chords Tens. Comp. P - O 2620 - 300 O - N 2620 - 300 N - M 1729 - 179 M - K 1731 - 178 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 224 -1302 A - T 2441 - 389 T - B 223 - 1281 B - S 1869 - 245 S - C 158 -1087 C - R 1597 - 183 R - D 114 -904 Webs Tens. Comp. D - Q 1048 - 81 Q - F 5067 - 781 F - P 256 - 1555 P - H 1284 - 165 H - N 264 -1491 I - N 1170 - 177 N - J 120 -449 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.20 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, 18SS, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.497 E 769 360 VERT(TL): 1.575 E 242 240 HORZ(LL): 0.351 K - - HORZ(TL): 1.112 K - - Creep Factor: 2.0 Max TC CSI: 0.676 Max BC CSI: 0.763 Max Web CSI: 0.839 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T10 Ply: 1 Qty: 4 SEQN: 262361 COMN FROM: TMS Cust: R 7124 JRef:1X8a71240003 T10 DrwNo: 238.21.1441.50930 CAT / BAF 08/26/2021 T1 B3 W2 W4 W6 W8 W10 31'11"8 2'1"4 2'1"4 4'0"12 1'11"8 6'0"3 1'11"8 10'5"3 4'5" 12'10"11 2'5"8 19'3" 6'4"5 25'7"5 6'4"5 31'11"8 6'4"3 3"8 3"8 2'1"4 1'9"12 4'0"12 1'11"8 6'0"3 1'11"8 7'10"14 1'10"11 12'10"11 4'11"13 19'3" 6'4"5 25'7"5 6'4"5 31'11"8 6'4"3 1'2"8 1'2"2 4'5"56"1012'4"14(a) A B C D E F G H I J K L MNOPQ R S T U 7 12 7 12 3X8 2X6 5X5 4X4 4X4 3X5 SS0615 2X3 4X14 3X53X7 H0308 4X5 3X10 3X5 2X3 4X5(B2) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 195 /- /- /184 /75 /- E 66 /- /35 /49 /23 /34 D 67 /- /35 /90 /17 /83 Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.006 C 999 240 HORZ(LL): 0.002 C - - HORZ(TL): 0.006 C - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.068 Max Web CSI: 0.146 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T11 Ply: 1 Qty: 2 SEQN: 262897 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T11 DrwNo: 238.21.1443.49717 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 2'9"8 10"110"89"91'7"151'11"23'7"14'0"15A B C D EF G 12 12 12 12 2X3 3X3 2X3 4X5(SRS) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 195 /- /- /184 /75 /- E 66 /- /35 /49 /23 /34 D 67 /- /35 /90 /17 /83 Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.006 C 999 240 HORZ(LL): 0.002 C - - HORZ(TL): 0.006 C - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.068 Max Web CSI: 0.146 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T11 Ply: 1 Qty: 2 SEQN: 262897 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T11 DrwNo: 238.21.1443.49717 CAT / BAF 08/26/2021 3"8 3"8 1'11"7 1'7"15 2'9"8 10"110"89"91'7"151'11"23'7"14'0"15A B C D EF G 12 12 12 12 2X3 3X3 2X3 4X5(SRS) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 290 /- /- /186 /11 /109 D 221 /- /- /154 /80 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.002 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.502 Max BC CSI: 0.315 Max Web CSI: 0.171 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T12 Ply: 1 Qty: 11 SEQN: 262885 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T12 DrwNo: 238.21.1448.38237 CAT / BAF 08/26/2021 5'5"4 5'5"4 5'5"410"81'1"14'3"2A B C DE 7 12 3X5 2X6 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 290 /- /- /186 /11 /109 D 221 /- /- /154 /80 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.002 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.502 Max BC CSI: 0.315 Max Web CSI: 0.171 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T12 Ply: 1 Qty: 11 SEQN: 262885 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T12 DrwNo: 238.21.1448.38237 CAT / BAF 08/26/2021 5'5"4 5'5"4 5'5"410"81'1"14'3"2A B C DE 7 12 3X5 2X6 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 A 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 E - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T13 Ply: 1 Qty: 2 SEQN: 262667 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T13 DrwNo: 238.21.1450.39827 CAT / BAF 08/26/2021 8'8"8 2'4"7 2' (TYP) 4'3"8 4'3"8 8'8"8 4'5" 8'8"8 8'8"8 0"46'1"2A C E 16.97 12 3X5(D1) 4X4 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 A 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 E - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T13 Ply: 1 Qty: 2 SEQN: 262667 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T13 DrwNo: 238.21.1450.39827 CAT / BAF 08/26/2021 8'8"8 2'4"7 2' (TYP) 4'3"8 4'3"8 8'8"8 4'5" 8'8"8 8'8"8 0"46'1"2A C E 16.97 12 3X5(D1) 4X4 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B2 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8 2x4 SP #2;W10 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1131 /- /- /672 /- /232 L 1114 /- /- /635 /25 /- Wind reactions based on MWFRS S Brg Width = 3.5 Min Req = 1.5 L Brg Width = - Min Req = - Bearing S is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 486 -2388 B - C 860 -4279 C - D 1141 - 5806 D - E 1309 - 6837 E - F 1329 - 6741 Chords Tens. Comp. F - G 416 - 2316 G - H 419 - 2251 H - I 222 -1049 I - J 227 - 1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 2512 - 719 Q - P 4373 - 1031 P - O 5889 - 1265 Chords Tens. Comp. O - N 2873 - 558 N - M 1921 - 355 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 228 -1091 A - R 2027 - 395 R - B 228 -1056 B - Q 1497 - 264 Q - C 169 - 857 C - P 1214 - 204 P - D 129 - 700 D - O 762 -105 Webs Tens. Comp. O - F 4171 - 885 F - N 284 - 1284 N - H 1066 - 187 H - M 292 -1299 I - M 584 - 97 M - J 585 -45 J - L 253 -1190 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.364 E 880 360 VERT(TL): 1.167 E 274 240 HORZ(LL): 0.254 L - - HORZ(TL): 0.814 L - - Creep Factor: 2.0 Max TC CSI: 0.606 Max BC CSI: 0.946 Max Web CSI: 0.886 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T14 Ply: 1 Qty: 1 SEQN: 262712 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T14 DrwNo: 238.21.1452.29483 CAT / BAF 08/26/2021 T1 B2 W2 W4 W6 W8 W10 26'8"8 2'1"4 2'1"4 4'0"12 1'11"8 6'0"3 1'11"8 10'5"3 4'5" 12'10"11 2'5"8 19'3" 6'4"5 25'5"9 6'2"9 26'8"8 1'2"15 3"8 3"8 2'1"4 1'9"12 4'0"12 1'11"8 6'0"3 1'11"8 7'10"14 1'10"11 12'10"11 4'11"13 19'3" 6'4"5 26'8"8 7'5"8 1'2"2 4'5"53'7"612'4"14(a) A B C D E F G H I J K LMNO P Q R S 7 12 7 12 4X5 2X6 4X5 4X4 4X4 H0615 2X3 4X12 4X4 4X5 4X5 3X8 2X6 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP SS Dense;Bot chord: 2x4 SP SS Dense; B2 2x4 SP #2;Webs: 2x4 SP #3; W2,W4,W6,W8 2x4 SP #2;W10 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1131 /- /- /672 /- /232 L 1114 /- /- /635 /25 /- Wind reactions based on MWFRS S Brg Width = 3.5 Min Req = 1.5 L Brg Width = - Min Req = - Bearing S is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 486 -2388 B - C 860 -4279 C - D 1141 - 5806 D - E 1309 - 6837 E - F 1329 - 6741 Chords Tens. Comp. F - G 416 - 2316 G - H 419 - 2251 H - I 222 -1049 I - J 227 - 1050 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. R - Q 2512 - 719 Q - P 4373 - 1031 P - O 5889 - 1265 Chords Tens. Comp. O - N 2873 - 558 N - M 1921 - 355 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - S 228 -1091 A - R 2027 - 395 R - B 228 -1056 B - Q 1497 - 264 Q - C 169 - 857 C - P 1214 - 204 P - D 129 - 700 D - O 762 -105 Webs Tens. Comp. O - F 4171 - 885 F - N 284 - 1284 N - H 1066 - 187 H - M 292 -1299 I - M 584 - 97 M - J 585 -45 J - L 253 -1190 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.59 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.364 E 880 360 VERT(TL): 1.167 E 274 240 HORZ(LL): 0.254 L - - HORZ(TL): 0.814 L - - Creep Factor: 2.0 Max TC CSI: 0.606 Max BC CSI: 0.946 Max Web CSI: 0.886 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T14 Ply: 1 Qty: 1 SEQN: 262712 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T14 DrwNo: 238.21.1452.29483 CAT / BAF 08/26/2021 T1 B2 W2 W4 W6 W8 W10 26'8"8 2'1"4 2'1"4 4'0"12 1'11"8 6'0"3 1'11"8 10'5"3 4'5" 12'10"11 2'5"8 19'3" 6'4"5 25'5"9 6'2"9 26'8"8 1'2"15 3"8 3"8 2'1"4 1'9"12 4'0"12 1'11"8 6'0"3 1'11"8 7'10"14 1'10"11 12'10"11 4'11"13 19'3" 6'4"5 26'8"8 7'5"8 1'2"2 4'5"53'7"612'4"14(a) A B C D E F G H I J K LMNO P Q R S 7 12 7 12 4X5 2X6 4X5 4X4 4X4 H0615 2X3 4X12 4X4 4X5 4X5 3X8 2X6 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 296 /- /- /232 /- /216 C 139 /- /- /108 /42 /- B 216 /- /- /148 /163 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.39 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 D 999 360 VERT(TL): 0.055 D 999 240 HORZ(LL): -0.006 B - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.722 Max BC CSI: 0.522 Max Web CSI: 0.345 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T15 Ply: 1 Qty: 1 SEQN: 262564 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T15 DrwNo: 238.21.1455.10467 CAT / BAF 08/26/2021 6'4"14 6'4"14 6'8"6 3"81'9"108'6"A B CDE 12 12 4X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 296 /- /- /232 /- /216 C 139 /- /- /108 /42 /- B 216 /- /- /148 /163 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.39 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 D 999 360 VERT(TL): 0.055 D 999 240 HORZ(LL): -0.006 B - - HORZ(TL): 0.014 A - - Creep Factor: 2.0 Max TC CSI: 0.722 Max BC CSI: 0.522 Max Web CSI: 0.345 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T15 Ply: 1 Qty: 1 SEQN: 262564 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T15 DrwNo: 238.21.1455.10467 CAT / BAF 08/26/2021 6'4"14 6'4"14 6'8"6 3"81'9"108'6"A B CDE 12 12 4X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 266 /- /- /158 /- /146 E 147 /- /- /145 /128 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.002 F 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.074 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T16 Ply: 1 Qty: 10 SEQN: 262808 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T16 DrwNo: 238.21.1456.09400 CAT / BAF 08/26/2021 3'8" 2'10"8 2'10"8 3'8" 9"8 2'10"8 2'10"8 3'8" 9"8 1'2"81'9"101'4'5"105'5"10A B C D E FGH 12 12 3X5 3X3 5X6 2X6 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 266 /- /- /158 /- /146 E 147 /- /- /145 /128 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.002 F 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.074 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T16 Ply: 1 Qty: 10 SEQN: 262808 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T16 DrwNo: 238.21.1456.09400 CAT / BAF 08/26/2021 3'8" 2'10"8 2'10"8 3'8" 9"8 2'10"8 2'10"8 3'8" 9"8 1'2"81'9"101'4'5"105'5"10A B C D E FGH 12 12 3X5 3X3 5X6 2X6 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W6 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 47 10.66 17.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1112 /- /- /627 /80 /150 H 1198 /- /- /672 /94 /- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 233 -1337 B - C 277 -1209 C - D 260 -921 Chords Tens. Comp. D - E 263 -1136 E - F 201 -1038 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1111 - 151 L - K 972 - 98 Chords Tens. Comp. K - J 972 -98 J - I 874 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 189 -1065A - M 1117 - 146 E - I 84 -414 Webs Tens. Comp. I - F 987 - 127F - H 239 - 1165 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.035 L 999 360 VERT(TL): 0.109 L 999 240 HORZ(LL): 0.014 H - - HORZ(TL): 0.043 H - - Creep Factor: 2.0 Max TC CSI: 0.993 Max BC CSI: 0.485 Max Web CSI: 0.463 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T17 Ply: 1 Qty: 1 SEQN: 262383 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T17 DrwNo: 238.21.1457.36427 CAT / BAF 08/26/2021 W6 26'9"8 5'3"15 5'3"15 10'7"14 5'3"15 17'6"2 6'10"5 22'10"1 5'3"15 26'9"8 3'11"7 5'3"15 5'3"15 10'7"14 5'3"15 17'6"2 6'10"5 22'10"1 5'3"15 26'9"8 3'11"7 1'2"81'9"2'6"107'11"9(a) A B C D E F G HIJKLMN 7 12 3X5 2X6 3X5 3X5 3X5 5X5 3X5 5X5 3X7 3X5 3X5 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W6 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 47 10.66 17.51Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL N 1112 /- /- /627 /80 /150 H 1198 /- /- /672 /94 /- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 233 -1337 B - C 277 -1209 C - D 260 -921 Chords Tens. Comp. D - E 263 -1136 E - F 201 -1038 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 1111 - 151 L - K 972 - 98 Chords Tens. Comp. K - J 972 -98 J - I 874 -114 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - N 189 -1065A - M 1117 - 146 E - I 84 -414 Webs Tens. Comp. I - F 987 - 127F - H 239 - 1165 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.035 L 999 360 VERT(TL): 0.109 L 999 240 HORZ(LL): 0.014 H - - HORZ(TL): 0.043 H - - Creep Factor: 2.0 Max TC CSI: 0.993 Max BC CSI: 0.485 Max Web CSI: 0.463 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T17 Ply: 1 Qty: 1 SEQN: 262383 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T17 DrwNo: 238.21.1457.36427 CAT / BAF 08/26/2021 W6 26'9"8 5'3"15 5'3"15 10'7"14 5'3"15 17'6"2 6'10"5 22'10"1 5'3"15 26'9"8 3'11"7 5'3"15 5'3"15 10'7"14 5'3"15 17'6"2 6'10"5 22'10"1 5'3"15 26'9"8 3'11"7 1'2"81'9"2'6"107'11"9(a) A B C D E F G HIJKLMN 7 12 3X5 2X6 3X5 3X5 3X5 5X5 3X5 5X5 3X7 3X5 3X5 3X5 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 1112 /- /- /626 /74 /195 H 1198 /- /- /673 /87 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings M & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 234 -1293 C - D 242 -1016 Chords Tens. Comp. D - E 245 -1022 E - F 205 -1188 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 978 - 135 L - K 1066 - 100 Chords Tens. Comp. K - J 1066 - 100 J - I 954 -92 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 184 - 1329 C - J 113 -391D - J 561 -121 Webs Tens. Comp. I - F 983 - 90 F - H 224 - 1145 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 J 999 360 VERT(TL): 0.114 J 999 240 HORZ(LL): 0.016 H - - HORZ(TL): 0.051 H - - Creep Factor: 2.0 Max TC CSI: 0.582 Max BC CSI: 0.614 Max Web CSI: 0.685 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T18 Ply: 1 Qty: 1 SEQN: 262377 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T18 DrwNo: 238.21.1458.37180 CAT / BAF 08/26/2021 W5 W6 W7 26'9"8 3'8"13 3'8"13 7'9"10 4'0"13 14'1" 6'3"6 20'4"6 6'3"6 26'9"8 6'5"2 7'9"10 7'9"10 14'1" 6'3"6 20'4"6 6'3"6 26'9"8 6'5"2 1'2"81'9"2'6"109'11"9(a)(a) A B C D E F G HIJKLM 7 12 2X3 3X5 3X5 3X5 3X5 3X5 4X5 3X7 3X5 3X5 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL M 1112 /- /- /626 /74 /195 H 1198 /- /- /673 /87 /- Wind reactions based on MWFRS M Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings M & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 234 -1293 C - D 242 -1016 Chords Tens. Comp. D - E 245 -1022 E - F 205 -1188 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. M - L 978 - 135 L - K 1066 - 100 Chords Tens. Comp. K - J 1066 - 100 J - I 954 -92 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. M - B 184 - 1329 C - J 113 -391D - J 561 -121 Webs Tens. Comp. I - F 983 - 90 F - H 224 - 1145 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.036 J 999 360 VERT(TL): 0.114 J 999 240 HORZ(LL): 0.016 H - - HORZ(TL): 0.051 H - - Creep Factor: 2.0 Max TC CSI: 0.582 Max BC CSI: 0.614 Max Web CSI: 0.685 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T18 Ply: 1 Qty: 1 SEQN: 262377 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T18 DrwNo: 238.21.1458.37180 CAT / BAF 08/26/2021 W5 W6 W7 26'9"8 3'8"13 3'8"13 7'9"10 4'0"13 14'1" 6'3"6 20'4"6 6'3"6 26'9"8 6'5"2 7'9"10 7'9"10 14'1" 6'3"6 20'4"6 6'3"6 26'9"8 6'5"2 1'2"81'9"2'6"109'11"9(a)(a) A B C D E F G HIJKLM 7 12 2X3 3X5 3X5 3X5 3X5 3X5 4X5 3X7 3X5 3X5 3X5 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 215 /- /- /150 /- /104 C 215 /- /- /185 /77 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): -0.002 B - - HORZ(TL): -0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.272 Max Web CSI: 0.159 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T19 Ply: 1 Qty: 2 SEQN: 262401 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T19 DrwNo: 238.21.1458.54640 CAT / BAF 08/26/2021 4'10"7 4'10"7 4'10"7 1'1"2 5'11"9A B CD 12 12 3X5 2X3 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 215 /- /- /150 /- /104 C 215 /- /- /185 /77 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): -0.002 B - - HORZ(TL): -0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.501 Max BC CSI: 0.272 Max Web CSI: 0.159 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T19 Ply: 1 Qty: 2 SEQN: 262401 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T19 DrwNo: 238.21.1458.54640 CAT / BAF 08/26/2021 4'10"7 4'10"7 4'10"7 1'1"2 5'11"9A B CD 12 12 3X5 2X3 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 162 /- /- /97 /- /49 C80 /- /- /58 /12 /- B 116 /- /- /56 /33 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.011 D 999 240 HORZ(LL): 0.001 A - - HORZ(TL): 0.004 A - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.155 Max Web CSI: 0.061 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T20 Ply: 1 Qty: 1 SEQN: 262413 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T20 DrwNo: 238.21.1459.02917 CAT / BAF 08/26/2021 3'7"3 3'7"3 3'10"11 3"81'9"4'0"3A B CDE 7 12 3X3 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 162 /- /- /97 /- /49 C80 /- /- /58 /12 /- B 116 /- /- /56 /33 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.011 D 999 240 HORZ(LL): 0.001 A - - HORZ(TL): 0.004 A - - Creep Factor: 2.0 Max TC CSI: 0.271 Max BC CSI: 0.155 Max Web CSI: 0.061 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T20 Ply: 1 Qty: 1 SEQN: 262413 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T20 DrwNo: 238.21.1459.02917 CAT / BAF 08/26/2021 3'7"3 3'7"3 3'10"11 3"81'9"4'0"3A B CDE 7 12 3X3 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 49 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1667 /- /- /979 /78 /227 J 1667 /- /- /955 /71 /- Wind reactions based on MWFRS Q Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 259 -2290 C - D 277 -2203 D - E 240 -1831 Chords Tens. Comp. E - F 231 -1427 F - G 237 - 1737 G - H 246 - 1879 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1947 - 181 P - O 1796 - 96 O - N 1796 - 96N - M 1486 0 Chords Tens. Comp. M - L 1561 - 61 L - K 1561 - 61 K - J 1444 - 107 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 167 - 2308 D - N 185 -501 N - E 591 -119 Webs Tens. Comp. F - M 494 - 127 H - J 148 -2030 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.100 N 999 360 VERT(TL): 0.316 N 999 240 HORZ(LL): 0.052 J - - HORZ(TL): 0.166 J - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.959 Max Web CSI: 0.663 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T21 Ply: 1 Qty: 1 SEQN: 262496 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T21 DrwNo: 238.21.1459.09113 CAT / BAF 08/26/2021 W1 W2 W3 W11 W12 W13 40'1"4 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'9"3 5'2"1 34'11"3 5'2"1 40'1"4 5'2"1 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'4"3 7'9"1 40'1"4 7'9"1 1'2"15 2'6"911'7"2(a) (b) (a) (b)(b) (a) A B C D EF G H I JKLMNOPQ 7 12 2X3 5X5 4X5 3X5 3X5 3X5 3X5 3X5 5X5 5X5 3X7 3X5 3X5 3X5 3X7 2X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 49 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1667 /- /- /979 /78 /227 J 1667 /- /- /955 /71 /- Wind reactions based on MWFRS Q Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 259 -2290 C - D 277 -2203 D - E 240 -1831 Chords Tens. Comp. E - F 231 -1427 F - G 237 - 1737 G - H 246 - 1879 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 1947 - 181 P - O 1796 - 96 O - N 1796 - 96N - M 1486 0 Chords Tens. Comp. M - L 1561 - 61 L - K 1561 - 61 K - J 1444 - 107 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - B 167 - 2308 D - N 185 -501 N - E 591 -119 Webs Tens. Comp. F - M 494 - 127 H - J 148 -2030 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.100 N 999 360 VERT(TL): 0.316 N 999 240 HORZ(LL): 0.052 J - - HORZ(TL): 0.166 J - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.959 Max Web CSI: 0.663 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T21 Ply: 1 Qty: 1 SEQN: 262496 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T21 DrwNo: 238.21.1459.09113 CAT / BAF 08/26/2021 W1 W2 W3 W11 W12 W13 40'1"4 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'9"3 5'2"1 34'11"3 5'2"1 40'1"4 5'2"1 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'4"3 7'9"1 40'1"4 7'9"1 1'2"15 2'6"911'7"2(a) (b) (a) (b)(b) (a) A B C D EF G H I JKLMNOPQ 7 12 2X3 5X5 4X5 3X5 3X5 3X5 3X5 3X5 5X5 5X5 3X7 3X5 3X5 3X5 3X7 2X3 4X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 184 /- /- /142 /- /127 D 57 /- /- /36 /- /- C 153 /- /- /123 /83 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 B 999 360 VERT(TL): 0.013 B 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.051 Max BC CSI: 0.088 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T22 Ply: 1 Qty: 1 SEQN: 262392 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T22 DrwNo: 238.21.1459.15537 CAT / BAF 08/26/2021 1'9"6 1'9"6 4'6"8 2'9"1 6"12 3'7"91'5"105'1"3A B C D 12 12 4X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 184 /- /- /142 /- /127 D 57 /- /- /36 /- /- C 153 /- /- /123 /83 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 B 999 360 VERT(TL): 0.013 B 999 240 HORZ(LL): 0.005 D - - HORZ(TL): 0.014 D - - Creep Factor: 2.0 Max TC CSI: 0.051 Max BC CSI: 0.088 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T22 Ply: 1 Qty: 1 SEQN: 262392 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T22 DrwNo: 238.21.1459.15537 CAT / BAF 08/26/2021 1'9"6 1'9"6 4'6"8 2'9"1 6"12 3'7"91'5"105'1"3A B C D 12 12 4X4(B1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 234 /- /- /174 /- /161 D 80 /- /- /51 /- /- C 194 /- /- /150 /109 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 360 VERT(TL): 0.029 B 999 240 HORZ(LL): 0.010 D - - HORZ(TL): 0.030 D - - Creep Factor: 2.0 Max TC CSI: 0.087 Max BC CSI: 0.184 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T23 Ply: 1 Qty: 1 SEQN: 262389 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T23 DrwNo: 238.21.1459.27663 CAT / BAF 08/26/2021 1'9"6 1'9"6 5'8"8 3'11"1 6"12 4'9"91'5"106'3"3A B C D 12 12 4X4(B1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 234 /- /- /174 /- /161 D 80 /- /- /51 /- /- C 194 /- /- /150 /109 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 B 999 360 VERT(TL): 0.029 B 999 240 HORZ(LL): 0.010 D - - HORZ(TL): 0.030 D - - Creep Factor: 2.0 Max TC CSI: 0.087 Max BC CSI: 0.184 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T23 Ply: 1 Qty: 1 SEQN: 262389 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T23 DrwNo: 238.21.1459.27663 CAT / BAF 08/26/2021 1'9"6 1'9"6 5'8"8 3'11"1 6"12 4'9"91'5"106'3"3A B C D 12 12 4X4(B1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 284 /- /- /206 /- /197 D 287 /- /- /243 /125 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 B 999 360 VERT(TL): 0.053 B 999 240 HORZ(LL): 0.017 D - - HORZ(TL): 0.054 D - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.320 Max Web CSI: 0.123 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T24 Ply: 1 Qty: 6 SEQN: 262386 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T24 DrwNo: 238.21.1459.31617 CAT / BAF 08/26/2021 6'10"7 1'9"6 1'9"6 6'10"7 5'1"1 6"12 5'11"91'5"10 7'5"3A B C D 12 12 4X4(B1) 4X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 284 /- /- /206 /- /197 D 287 /- /- /243 /125 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 B 999 360 VERT(TL): 0.053 B 999 240 HORZ(LL): 0.017 D - - HORZ(TL): 0.054 D - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.320 Max Web CSI: 0.123 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T24 Ply: 1 Qty: 6 SEQN: 262386 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T24 DrwNo: 238.21.1459.31617 CAT / BAF 08/26/2021 6'10"7 1'9"6 1'9"6 6'10"7 5'1"1 6"12 5'11"91'5"10 7'5"3A B C D 12 12 4X4(B1) 4X5 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 206 /- /- /118 /- /47 D50 /- /- /55 /36 /- C60 /- /- /24 /18 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.003 E 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.116 Max BC CSI: 0.062 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T25 Ply: 1 Qty: 1 SEQN: 262398 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T25 DrwNo: 238.21.1459.35077 CAT / BAF 08/26/2021 2'2"10 2'2"10 2'6"2 3"81'2"82'6"104'0"3A B C DEF 7 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 206 /- /- /118 /- /47 D50 /- /- /55 /36 /- C60 /- /- /24 /18 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.003 E 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.116 Max BC CSI: 0.062 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T25 Ply: 1 Qty: 1 SEQN: 262398 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T25 DrwNo: 238.21.1459.35077 CAT / BAF 08/26/2021 2'2"10 2'2"10 2'6"2 3"81'2"82'6"104'0"3A B C DEF 7 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 4X4(B1) except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A58 /- /- /97 /- /97 B* 92 /- /- /95 /41 /- D 29 /- /- /19 /- /- C43 /- /- /29 /28 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 B Brg Width = 20.1 Min Req = - D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearings A & B are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): -0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.007 Max BC CSI: 0.020 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T26 Ply: 1 Qty: 1 SEQN: 262395 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T26 DrwNo: 238.21.1459.38930 CAT / BAF 08/26/2021 1'9"6 1'8"2 1'9"6 1'9"6 3'5"8 1'8"2 6"12 2'6"101'5"104'0"4A B C D 12 12 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x8 SP SS Dense;Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 4X4(B1) except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Shim all supports to solid bearing. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A58 /- /- /97 /- /97 B* 92 /- /- /95 /41 /- D 29 /- /- /19 /- /- C43 /- /- /29 /28 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 B Brg Width = 20.1 Min Req = - D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearings A & B are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): -0.000 B - - HORZ(TL): -0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.007 Max BC CSI: 0.020 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T26 Ply: 1 Qty: 1 SEQN: 262395 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T26 DrwNo: 238.21.1459.38930 CAT / BAF 08/26/2021 1'9"6 1'8"2 1'9"6 1'9"6 3'5"8 1'8"2 6"12 2'6"101'5"104'0"4A B C D 12 12 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @10.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 7.23TC: From 32 plf at 7.23 to 32 plf at 20.94TC: From 63 plf at 20.94 to 63 plf at 28.00 BC: From 20 plf at 0.00 to 20 plf at 7.26BC: From 10 plf at 7.26 to 10 plf at 20.91BC: From 20 plf at 20.91 to 20 plf at 26.79BC: From 5 plf at 26.79 to 5 plf at 28.00BC: 803 lb Conc. Load at 7.26BC: 215 lb Conc. Load at 9.29BC: 287 lb Conc. Load at 11.29,13.29,14.88,16.8818.88BC: 811 lb Conc. Load at 20.91 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 71 7.23 20.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 2374 /- /- /- /670 /- G 2628 /- /- /- /813 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.6 Bearings L & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 496 -1662 B - C 579 -1769 Chords Tens. Comp. C - D 579 -1769 D - E 477 -1477 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1377 - 411 J - I 1377 - 411 Chords Tens. Comp. I - H 1234 - 398 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 355 -1175 A - K 1386 - 410B - I 504 - 217 Webs Tens. Comp. I - D 687 - 232 H - E 1323 - 426E - G 431 -1322 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 C 999 360 VERT(TL): 0.180 C 999 240 HORZ(LL): 0.012 B - - HORZ(TL): 0.037 B - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.467 Max Web CSI: 0.340 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T27 Ply: 2 Qty: 1 SEQN: 262424 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T27 DrwNo: 238.21.1500.06847 CAT / BAF 08/26/2021 2 Complete Trusses Required 26'9"8 7'2"12 7'2"12 14'1" 6'10"5 20'11"5 6'10"5 26'9"8 5'10"3 7'2"12 7'2"12 14'1" 6'10"5 20'11"5 6'10"5 26'9"8 5'10"3 1'2"81'9"2'6"105'11"9A B CD E F GHIJKL 7 12 4X4 3X8 4X4 4X4 4X4 2X3 4X7 4X4 4X4 4X4 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @10.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 7.23TC: From 32 plf at 7.23 to 32 plf at 20.94TC: From 63 plf at 20.94 to 63 plf at 28.00 BC: From 20 plf at 0.00 to 20 plf at 7.26BC: From 10 plf at 7.26 to 10 plf at 20.91BC: From 20 plf at 20.91 to 20 plf at 26.79BC: From 5 plf at 26.79 to 5 plf at 28.00BC: 803 lb Conc. Load at 7.26BC: 215 lb Conc. Load at 9.29BC: 287 lb Conc. Load at 11.29,13.29,14.88,16.8818.88BC: 811 lb Conc. Load at 20.91 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 71 7.23 20.94Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 2374 /- /- /- /670 /- G 2628 /- /- /- /813 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.6 Bearings L & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 496 -1662 B - C 579 -1769 Chords Tens. Comp. C - D 579 -1769 D - E 477 -1477 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1377 - 411 J - I 1377 - 411 Chords Tens. Comp. I - H 1234 - 398 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - L 355 -1175 A - K 1386 - 410B - I 504 - 217 Webs Tens. Comp. I - D 687 - 232 H - E 1323 - 426E - G 431 -1322 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.059 C 999 360 VERT(TL): 0.180 C 999 240 HORZ(LL): 0.012 B - - HORZ(TL): 0.037 B - - Creep Factor: 2.0 Max TC CSI: 0.998 Max BC CSI: 0.467 Max Web CSI: 0.340 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T27 Ply: 2 Qty: 1 SEQN: 262424 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T27 DrwNo: 238.21.1500.06847 CAT / BAF 08/26/2021 2 Complete Trusses Required 26'9"8 7'2"12 7'2"12 14'1" 6'10"5 20'11"5 6'10"5 26'9"8 5'10"3 7'2"12 7'2"12 14'1" 6'10"5 20'11"5 6'10"5 26'9"8 5'10"3 1'2"81'9"2'6"105'11"9A B CD E F GHIJKL 7 12 4X4 3X8 4X4 4X4 4X4 2X3 4X7 4X4 4X4 4X4 3X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at -1.42 to 31 plf at 4.51TC: From 62 plf at 4.51 to 62 plf at 6.77BC: From 4 plf at -1.42 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.51BC: From 20 plf at 4.51 to 20 plf at 6.77TC: 43 lb Conc. Load at 0.05TC: 153 lb Conc. Load at 2.20TC: 60 lb Conc. Load at 2.91TC: 194 lb Conc. Load at 4.51BC: 29 lb Conc. Load at 0.05BC: 57 lb Conc. Load at 2.20BC: 50 lb Conc. Load at 2.91BC: 80 lb Conc. Load at 4.51 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 565 /- /- /- /182 /- F 524 /- /- /- /154 /- Wind reactions based on MWFRS H Brg Width = 4.1 Min Req = 1.5 F Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 F 748 360 VERT(TL): -0.008 F 248 240 HORZ(LL): -0.002 E - - HORZ(TL): -0.005 E - - Creep Factor: 2.0 Max TC CSI: 0.371 Max BC CSI: 0.293 Max Web CSI: 0.133 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T28 Ply: 1 Qty: 1 SEQN: 262420 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T28 DrwNo: 238.21.1500.10737 CAT / BAF 08/26/2021 6'9"4 3'3"9 3'3"9 6'7"2 3'3"9 6'9"4 2"2 6'7"2 6'7"2 6'9"4 2"2 1'5"2'6"65'11"6A B C DE FGH 6.05 12 2X3 3X7 3X5 2X3 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at -1.42 to 31 plf at 4.51TC: From 62 plf at 4.51 to 62 plf at 6.77BC: From 4 plf at -1.42 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.51BC: From 20 plf at 4.51 to 20 plf at 6.77TC: 43 lb Conc. Load at 0.05TC: 153 lb Conc. Load at 2.20TC: 60 lb Conc. Load at 2.91TC: 194 lb Conc. Load at 4.51BC: 29 lb Conc. Load at 0.05BC: 57 lb Conc. Load at 2.20BC: 50 lb Conc. Load at 2.91BC: 80 lb Conc. Load at 4.51 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 565 /- /- /- /182 /- F 524 /- /- /- /154 /- Wind reactions based on MWFRS H Brg Width = 4.1 Min Req = 1.5 F Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 F 748 360 VERT(TL): -0.008 F 248 240 HORZ(LL): -0.002 E - - HORZ(TL): -0.005 E - - Creep Factor: 2.0 Max TC CSI: 0.371 Max BC CSI: 0.293 Max Web CSI: 0.133 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T28 Ply: 1 Qty: 1 SEQN: 262420 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T28 DrwNo: 238.21.1500.10737 CAT / BAF 08/26/2021 6'9"4 3'3"9 3'3"9 6'7"2 3'3"9 6'9"4 2"2 6'7"2 6'7"2 6'9"4 2"2 1'5"2'6"65'11"6A B C DE FGH 6.05 12 2X3 3X7 3X5 2X3 4X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 763 /- /- /436 /129 /253 H 763 /- /- /436 /129 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 209 -520 Chords Tens. Comp. D - E 209 -520 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. J - C 24 -583 D - I 386 -198 Webs Tens. Comp. E - H 24 -583 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 I 999 360 VERT(TL): 0.030 I 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0.020 F - - Creep Factor: 2.0 Max TC CSI: 0.176 Max BC CSI: 0.573 Max Web CSI: 0.459 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T29 Ply: 1 Qty: 1 SEQN: 262950 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T29 DrwNo: 238.21.1500.22870 CAT / BAF 08/26/2021 W4 15'3" 3'9"12 3'9"12 7'7"8 3'9"12 11'5"4 3'9"12 15'3" 3'9"12 7'7"8 7'7"8 15'3" 7'7"81'2"8 1'2"81'9"109'5"2A B C D E F G HIJ 12 12 2X3 3X5 3X5 4X4 3X7 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 763 /- /- /436 /129 /253 H 763 /- /- /436 /129 /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings J & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 209 -520 Chords Tens. Comp. D - E 209 -520 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. J - C 24 -583 D - I 386 -198 Webs Tens. Comp. E - H 24 -583 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.009 I 999 360 VERT(TL): 0.030 I 999 240 HORZ(LL): 0.006 F - - HORZ(TL): 0.020 F - - Creep Factor: 2.0 Max TC CSI: 0.176 Max BC CSI: 0.573 Max Web CSI: 0.459 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T29 Ply: 1 Qty: 1 SEQN: 262950 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T29 DrwNo: 238.21.1500.22870 CAT / BAF 08/26/2021 W4 15'3" 3'9"12 3'9"12 7'7"8 3'9"12 11'5"4 3'9"12 15'3" 3'9"12 7'7"8 7'7"8 15'3" 7'7"81'2"8 1'2"81'9"109'5"2A B C D E F G HIJ 12 12 2X3 3X5 3X5 4X4 3X7 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 G 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 G - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T30 Ply: 1 Qty: 3 SEQN: 262430 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T30 DrwNo: 238.21.1501.04813 CAT / BAF 08/26/2021 13'4"5 2'8"7 2' (TYP) 6'8"3 6'8"3 13'4"5 6'8"3 13'4"5 13'4"5 0"45'6"6A D G 9.9 12 3X5(D1) 4X4 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 G 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 G - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T30 Ply: 1 Qty: 3 SEQN: 262430 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T30 DrwNo: 238.21.1501.04813 CAT / BAF 08/26/2021 13'4"5 2'8"7 2' (TYP) 6'8"3 6'8"3 13'4"5 6'8"3 13'4"5 13'4"5 0"45'6"6A D G 9.9 12 3X5(D1) 4X4 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 440 /- /- /271 /- /187 E 336 /- /- /289 /125 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.289 Max BC CSI: 0.185 Max Web CSI: 0.203 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T31 Ply: 1 Qty: 6 SEQN: 262575 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T31 DrwNo: 238.21.1501.11627 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'2"81'9"109'7"29'5"2(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 440 /- /- /271 /- /187 E 336 /- /- /289 /125 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.289 Max BC CSI: 0.185 Max Web CSI: 0.203 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T31 Ply: 1 Qty: 6 SEQN: 262575 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T31 DrwNo: 238.21.1501.11627 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'2"81'9"109'7"29'5"2(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 112 /- /- /86 /- /54 C52 /- /- /42 /12 /- B83 /- /- /58 /36 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.004 D 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.122 Max BC CSI: 0.065 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T32 Ply: 1 Qty: 1 SEQN: 262407 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T32 DrwNo: 238.21.1501.16097 CAT / BAF 08/26/2021 2'3" 2'3" 2'6"8 3"81'1"23'7"9A B CDE 12 12 3X5 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 112 /- /- /86 /- /54 C52 /- /- /42 /12 /- B83 /- /- /58 /36 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.004 D 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.122 Max BC CSI: 0.065 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T32 Ply: 1 Qty: 1 SEQN: 262407 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T32 DrwNo: 238.21.1501.16097 CAT / BAF 08/26/2021 2'3" 2'3" 2'6"8 3"81'1"23'7"9A B CDE 12 12 3X5 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 164 /- /- /113 /- /58 C 77 /- /- /60 /6 /- B 119 /- /- /83 /31 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.010 D 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.268 Max BC CSI: 0.142 Max Web CSI: 0.090 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T33 Ply: 1 Qty: 1 SEQN: 262404 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T33 DrwNo: 238.21.1501.26423 CAT / BAF 08/26/2021 3'5" 3'5" 3'8"8 3"81'1"24'9"9A B CDE 12 12 3X5 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 164 /- /- /113 /- /58 C 77 /- /- /60 /6 /- B 119 /- /- /83 /31 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.010 D 999 240 HORZ(LL): -0.001 B - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.268 Max BC CSI: 0.142 Max Web CSI: 0.090 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T33 Ply: 1 Qty: 1 SEQN: 262404 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T33 DrwNo: 238.21.1501.26423 CAT / BAF 08/26/2021 3'5" 3'5" 3'8"8 3"81'1"24'9"9A B CDE 12 12 3X5 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 16.46BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 15.25 BC: From 6 plf at 15.25 to 6 plf at 16.46BC: 1624 lb Conc. Load at 7.62 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1575 /- /- /- /668 /- H 1575 /- /- /- /668 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings L & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 330 - 730 C - D 362 -732 Chords Tens. Comp. D - E 362 -732 E - F 330 -730 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 488 - 225 Chords Tens. Comp. J - I 488 -225 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 340 - 768 B - K 510 - 234 D - J 846 -444 Webs Tens. Comp. I - F 510 - 234 F - H 340 - 768 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 J 999 360 VERT(TL): 0.045 J 999 240 HORZ(LL): 0.007 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.103 Max BC CSI: 0.087 Max Web CSI: 0.267 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T34 Ply: 2 Qty: 1 SEQN: 262971 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T34 DrwNo: 238.21.1501.30590 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"101'2"8 1'2"81'9"109'5"2A B C D E F G HIJKL 12 12 3X5 3X8 3X5 3X5 4X4 4X7 3X5 3X5 3X5 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 16.46BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 15.25 BC: From 6 plf at 15.25 to 6 plf at 16.46BC: 1624 lb Conc. Load at 7.62 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1575 /- /- /- /668 /- H 1575 /- /- /- /668 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 H Brg Width = 3.5 Min Req = 1.5 Bearings L & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 330 - 730 C - D 362 -732 Chords Tens. Comp. D - E 362 -732 E - F 330 -730 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 488 - 225 Chords Tens. Comp. J - I 488 -225 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 340 - 768 B - K 510 - 234 D - J 846 -444 Webs Tens. Comp. I - F 510 - 234 F - H 340 - 768 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 J 999 360 VERT(TL): 0.045 J 999 240 HORZ(LL): 0.007 C - - HORZ(TL): 0.021 C - - Creep Factor: 2.0 Max TC CSI: 0.103 Max BC CSI: 0.087 Max Web CSI: 0.267 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T34 Ply: 2 Qty: 1 SEQN: 262971 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T34 DrwNo: 238.21.1501.30590 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"101'2"8 1'2"81'9"109'5"2A B C D E F G HIJKL 12 12 3X5 3X8 3X5 3X5 4X4 4X7 3X5 3X5 3X5 3X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at 0.00 to 31 plf at 6.11TC: From 62 plf at 6.11 to 62 plf at 8.37BC: From 10 plf at 0.00 to 10 plf at 6.11BC: From 20 plf at 6.11 to 20 plf at 8.37TC: 46 lb Conc. Load at 1.47TC: 83 lb Conc. Load at 3.79TC: 116 lb Conc. Load at 4.51TC: 119 lb Conc. Load at 6.11BC: 28 lb Conc. Load at 1.47BC: 52 lb Conc. Load at 3.79BC: 80 lb Conc. Load at 4.51BC: 77 lb Conc. Load at 6.11 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 450 /- /- /- /112 /- E 588 /- /- /- /123 /- Wind reactions based on MWFRS H Brg Width = 4.1 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 - 513 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. G - F 425 - 102 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 111 - 423 A - G 447 - 102 Webs Tens. Comp. B - F 134 -557 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.015 G 999 240 HORZ(LL): -0.004 D - - HORZ(TL): -0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.438 Max BC CSI: 0.151 Max Web CSI: 0.251 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T35 Ply: 1 Qty: 1 SEQN: 262416 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T35 DrwNo: 238.21.1501.35907 CAT / BAF 08/26/2021 8'4"6 4'1"2 4'1"2 8'2"4 4'1"2 8'4"6 2"2 4'1"2 4'1"2 8'2"4 4'1"2 8'4"6 2"21'8"55'10"15A B CD EFGH 6.05 12 3X3 2X6 3X5 3X5 2X3 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at 0.00 to 31 plf at 6.11TC: From 62 plf at 6.11 to 62 plf at 8.37BC: From 10 plf at 0.00 to 10 plf at 6.11BC: From 20 plf at 6.11 to 20 plf at 8.37TC: 46 lb Conc. Load at 1.47TC: 83 lb Conc. Load at 3.79TC: 116 lb Conc. Load at 4.51TC: 119 lb Conc. Load at 6.11BC: 28 lb Conc. Load at 1.47BC: 52 lb Conc. Load at 3.79BC: 80 lb Conc. Load at 4.51BC: 77 lb Conc. Load at 6.11 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 450 /- /- /- /112 /- E 588 /- /- /- /123 /- Wind reactions based on MWFRS H Brg Width = 4.1 Min Req = 1.5 E Brg Width = - Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 125 - 513 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. G - F 425 - 102 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - H 111 - 423 A - G 447 - 102 Webs Tens. Comp. B - F 134 -557 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.015 G 999 240 HORZ(LL): -0.004 D - - HORZ(TL): -0.013 D - - Creep Factor: 2.0 Max TC CSI: 0.438 Max BC CSI: 0.151 Max Web CSI: 0.251 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T35 Ply: 1 Qty: 1 SEQN: 262416 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T35 DrwNo: 238.21.1501.35907 CAT / BAF 08/26/2021 8'4"6 4'1"2 4'1"2 8'2"4 4'1"2 8'4"6 2"2 4'1"2 4'1"2 8'2"4 4'1"2 8'4"6 2"21'8"55'10"15A B CD EFGH 6.05 12 3X3 2X6 3X5 3X5 2X3 4X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 346 /- /- /210 /- /212 D 115 /- /- /100 /49 /- C 173 /- /- /116 /126 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 E 999 360 VERT(TL): 0.034 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.358 Max Web CSI: 0.187 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T36 Ply: 1 Qty: 4 SEQN: 262953 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T36 DrwNo: 238.21.1501.38410 CAT / BAF 08/26/2021 5'3"11 5'3"11 5'7"3 3"81'2"81'9"107'4"13A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 346 /- /- /210 /- /212 D 115 /- /- /100 /49 /- C 173 /- /- /116 /126 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 E 999 360 VERT(TL): 0.034 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.358 Max Web CSI: 0.187 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T36 Ply: 1 Qty: 4 SEQN: 262953 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T36 DrwNo: 238.21.1501.38410 CAT / BAF 08/26/2021 5'3"11 5'3"11 5'7"3 3"81'2"81'9"107'4"13A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 263 /- /- /156 /- /144 D73 /- /- /76 /54 /- C 104 /- /- /68 /74 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.206 Max BC CSI: 0.131 Max Web CSI: 0.086 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T37 Ply: 1 Qty: 4 SEQN: 262956 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T37 DrwNo: 238.21.1501.40903 CAT / BAF 08/26/2021 3'3"11 3'3"11 3'7"3 3"81'2"81'9"105'4"13A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 263 /- /- /156 /- /144 D73 /- /- /76 /54 /- C 104 /- /- /68 /74 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.004 B - - Creep Factor: 2.0 Max TC CSI: 0.206 Max BC CSI: 0.131 Max Web CSI: 0.086 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T37 Ply: 1 Qty: 4 SEQN: 262956 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T37 DrwNo: 238.21.1501.40903 CAT / BAF 08/26/2021 3'3"11 3'3"11 3'7"3 3"81'2"81'9"105'4"13A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 194 /- /- /108 /- /80 D30 /- /- /63 /67 /- C24 /- /- /25 /22 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): -0.001 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.049 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T38 Ply: 1 Qty: 4 SEQN: 262959 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T38 DrwNo: 238.21.1501.49427 CAT / BAF 08/26/2021 1'3"11 1'3"11 1'7"3 3"8 1'2"81'9"103'4"13A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 194 /- /- /108 /- /80 D30 /- /- /63 /67 /- C24 /- /- /25 /22 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): -0.001 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.049 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T38 Ply: 1 Qty: 4 SEQN: 262959 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T38 DrwNo: 238.21.1501.49427 CAT / BAF 08/26/2021 1'3"11 1'3"11 1'7"3 3"8 1'2"81'9"103'4"13A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 430 /- /- /263 /- /282 E 327 /- /- /287 /228 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.005 D - - HORZ(TL): -0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.275 Max BC CSI: 0.174 Max Web CSI: 0.188 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T39 Ply: 1 Qty: 1 SEQN: 262963 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T39 DrwNo: 238.21.1501.54487 CAT / BAF 08/26/2021 W5 7'6"12 3'9"6 3'9"6 7'6"12 3'9"6 3'9"6 3'9"6 7'6"12 3'9"61'2"81'9"109'4"6(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 430 /- /- /263 /- /282 E 327 /- /- /287 /228 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -402 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.005 D - - HORZ(TL): -0.008 D - - Creep Factor: 2.0 Max TC CSI: 0.275 Max BC CSI: 0.174 Max Web CSI: 0.188 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T39 Ply: 1 Qty: 1 SEQN: 262963 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T39 DrwNo: 238.21.1501.54487 CAT / BAF 08/26/2021 W5 7'6"12 3'9"6 3'9"6 7'6"12 3'9"6 3'9"6 3'9"6 7'6"12 3'9"61'2"81'9"109'4"6(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 10.69BC: From 0 plf at -1.89 to 5 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 10.69TC: 48 lb Conc. Load at 2.28TC: 208 lb Conc. Load at 5.11 TC: 347 lb Conc. Load at 7.94BC: 61 lb Conc. Load at 2.28BC: 146 lb Conc. Load at 5.11BC: 230 lb Conc. Load at 7.94 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 511 /- /- /- /374 /- F 649 /- /- /- /415 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 363 - 516 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. H - G 406 -287 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 315 - 483 B - H 435 - 303 Webs Tens. Comp. C - G 408 -578 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.011 E 192 360 VERT(TL): -0.024 E 85 240 HORZ(LL): 0.013 E - - HORZ(TL): -0.029 E - - Creep Factor: 2.0 Max TC CSI: 0.792 Max BC CSI: 0.282 Max Web CSI: 0.506 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T40 Ply: 1 Qty: 2 SEQN: 262967 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T40 DrwNo: 238.21.1502.09100 CAT / BAF 08/26/2021 10'8"5 5'4"3 5'4"3 10'6"3 5'2"1 10'8"5 2"2 5'4"3 5'4"3 10'6"3 5'2"1 10'8"5 2"2 1'9"21'9"29'3"14(a) A B C D E FGHI 8.49 12 3X5 3X7 3X5 3X5 3X3 4X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 10.69BC: From 0 plf at -1.89 to 5 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 10.69TC: 48 lb Conc. Load at 2.28TC: 208 lb Conc. Load at 5.11 TC: 347 lb Conc. Load at 7.94BC: 61 lb Conc. Load at 2.28BC: 146 lb Conc. Load at 5.11BC: 230 lb Conc. Load at 7.94 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 511 /- /- /- /374 /- F 649 /- /- /- /415 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 363 - 516 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. H - G 406 -287 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 315 - 483 B - H 435 - 303 Webs Tens. Comp. C - G 408 -578 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.16 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.011 E 192 360 VERT(TL): -0.024 E 85 240 HORZ(LL): 0.013 E - - HORZ(TL): -0.029 E - - Creep Factor: 2.0 Max TC CSI: 0.792 Max BC CSI: 0.282 Max Web CSI: 0.506 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T40 Ply: 1 Qty: 2 SEQN: 262967 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T40 DrwNo: 238.21.1502.09100 CAT / BAF 08/26/2021 10'8"5 5'4"3 5'4"3 10'6"3 5'2"1 10'8"5 2"2 5'4"3 5'4"3 10'6"3 5'2"1 10'8"5 2"2 1'9"21'9"29'3"14(a) A B C D E FGHI 8.49 12 3X5 3X7 3X5 3X5 3X3 4X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.002 K 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.001 K - - Creep Factor: 2.0 Max TC CSI: 0.005 Max BC CSI: 0.004 Max Web CSI: 0.002 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T41 Ply: 1 Qty: 2 SEQN: 262614 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T41 DrwNo: 238.21.1502.24290 CAT / BAF 08/26/2021 18'2"6 1'2"13 2'(TYP) 0"40"4 1'2"121'2"8 18'2"616'11"9 0"40"4 15'9"115'8"13 18'2"62'5"5 12'11"150"1 0"412'11"1214'0"3A B C D E F G H I J K L M N O P QR S T U 9.9 12 9.9 12 4X4 2X3 4X4 2X3 2X3 2X32X3 2X3 2X3 3X5 2X32X3 3X5 2X32X3 2X32X3 2X32X3 3X5 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.002 K 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.001 K - - Creep Factor: 2.0 Max TC CSI: 0.005 Max BC CSI: 0.004 Max Web CSI: 0.002 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T41 Ply: 1 Qty: 2 SEQN: 262614 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T41 DrwNo: 238.21.1502.24290 CAT / BAF 08/26/2021 18'2"6 1'2"13 2'(TYP) 0"40"4 1'2"121'2"8 18'2"616'11"9 0"40"4 15'9"115'8"13 18'2"62'5"5 12'11"150"1 0"412'11"1214'0"3A B C D E F G H I J K L M N O P QR S T U 9.9 12 9.9 12 4X4 2X3 4X4 2X3 2X3 2X32X3 2X3 2X3 3X5 2X32X3 3X5 2X32X3 2X32X3 2X32X3 3X5 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W12,W13 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 15.52 18.35TC 41 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1873 /- /- /1011 /179 /236 J 1906 /- /- /1028 /191 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 566 -3287 B - C 562 -2966 C - D 648 -2931 D - E 557 -2385 E - F 656 -2794 Chords Tens. Comp. F - G 501 - 1952 G - H 538 - 2402 H - I 562 -2950 I - J 547 - 3123 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2773 - 447 V - T 2776 - 448 Q - P 2074 - 265 P - N 2083 - 270 Chords Tens. Comp. N - M 2356 - 328 M - L 2356 - 328 L - J 2606 - 400 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 133 -423 T - S 1834 - 240 T - D 1383 - 254 S - D 222 -1582 S - Q 2219 - 286 Webs Tens. Comp. D - Q 1555 - 241 E - Q 354 -1461 Q - F 1400 - 281 G - N 816 - 130 N - H 146 -624 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.247 E 999 360 VERT(TL): 0.726 E 700 240 HORZ(LL): 0.111 J - - HORZ(TL): 0.327 J - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.915 Max Web CSI: 0.919 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T42 Ply: 1 Qty: 1 SEQN: 262483 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T42 DrwNo: 238.21.1502.30993 CAT / BAF 08/26/2021 T4 W5 W6 W7 W9 W10 W12 W13 42'6"8 5'9"7 5'9"7 10'10" 5'0"9 15'6"3 4'8"3 18'4"3 2'10" 20'4"6 2'0"3 27'2"10 6'10"4 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'9"7 5'9"7 10'10" 5'0"9 15'6"3 4'8"3 18'4"3 2'10" 18'7"11 3"8 19'11"8 1'3"13 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"1410'5"111'7"2(a)(b) (a) A B C D E FG H I J K LMN O PQ RS TUV 7 12 5X5(A2) 3X5 6X82X6 5X14 6X12 5X7 7X8 2X6 6X8 5X6 3X7 H0308 3X5 3X5 6X8(G7) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W12,W13 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 15.52 18.35TC 41 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1873 /- /- /1011 /179 /236 J 1906 /- /- /1028 /191 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 566 -3287 B - C 562 -2966 C - D 648 -2931 D - E 557 -2385 E - F 656 -2794 Chords Tens. Comp. F - G 501 - 1952 G - H 538 - 2402 H - I 562 -2950 I - J 547 - 3123 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2773 - 447 V - T 2776 - 448 Q - P 2074 - 265 P - N 2083 - 270 Chords Tens. Comp. N - M 2356 - 328 M - L 2356 - 328 L - J 2606 - 400 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - T 133 -423 T - S 1834 - 240 T - D 1383 - 254 S - D 222 -1582 S - Q 2219 - 286 Webs Tens. Comp. D - Q 1555 - 241 E - Q 354 -1461 Q - F 1400 - 281 G - N 816 - 130 N - H 146 -624 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.247 E 999 360 VERT(TL): 0.726 E 700 240 HORZ(LL): 0.111 J - - HORZ(TL): 0.327 J - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.915 Max Web CSI: 0.919 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T42 Ply: 1 Qty: 1 SEQN: 262483 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T42 DrwNo: 238.21.1502.30993 CAT / BAF 08/26/2021 T4 W5 W6 W7 W9 W10 W12 W13 42'6"8 5'9"7 5'9"7 10'10" 5'0"9 15'6"3 4'8"3 18'4"3 2'10" 20'4"6 2'0"3 27'2"10 6'10"4 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'9"7 5'9"7 10'10" 5'0"9 15'6"3 4'8"3 18'4"3 2'10" 18'7"11 3"8 19'11"8 1'3"13 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"1410'5"111'7"2(a)(b) (a) A B C D E FG H I J K LMN O PQ RS TUV 7 12 5X5(A2) 3X5 6X82X6 5X14 6X12 5X7 7X8 2X6 6X8 5X6 3X7 H0308 3X5 3X5 6X8(G7) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 9 /- /- /30 /20 /46 B* 125 /- /- /39 /- /- F 18 /- /- /10 /2 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 96.0 Min Req = - F Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & F are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: No FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.005 E 999 240 HORZ(LL): -0.000 E - - HORZ(TL): -0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.033 Max Web CSI: 0.032 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T43 Ply: 1 Qty: 2 SEQN: 262521 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T43 DrwNo: 238.21.1504.24537 CAT / BAF 08/26/2021 10"3 7'11"15 10"3 10"3 10"3 1'5" 6"13 4'3" 2'10" 6'3"2 2'0"3 8'10"2 2'7" 9'8"5 10"3 10"3 10"3 6'3"2 5'5" 8'10"2 2'7" 9'8"5 10"31'10"61"10 2'A B C D E F G 7 12 3X3 4X4 2X3 4X4(A1) 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 9 /- /- /30 /20 /46 B* 125 /- /- /39 /- /- F 18 /- /- /10 /2 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 96.0 Min Req = - F Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & F are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: No FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.005 E 999 240 HORZ(LL): -0.000 E - - HORZ(TL): -0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.033 Max Web CSI: 0.032 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T43 Ply: 1 Qty: 2 SEQN: 262521 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T43 DrwNo: 238.21.1504.24537 CAT / BAF 08/26/2021 10"3 7'11"15 10"3 10"3 10"3 1'5" 6"13 4'3" 2'10" 6'3"2 2'0"3 8'10"2 2'7" 9'8"5 10"3 10"3 10"3 6'3"2 5'5" 8'10"2 2'7" 9'8"5 10"31'10"61"10 2'A B C D E F G 7 12 3X3 4X4 2X3 4X4(A1) 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W4,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 47 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1806 /- /- /1009 /22 /222 K 1825 /- /- /975 /18 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 537 -3152 B - C 522 -2869 C - D 535 -2775 D - E 646 -2944 Chords Tens. Comp. E - F 459 -1642 F - G 459 - 1642 G - H 471 - 1934 H - I 436 -2047 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 2653 - 433 S - Q 2655 - 434P - O 1646 - 202 O - N 1551 - 184 Chords Tens. Comp. N - M 1551 - 184 M - L 1721 - 239L - K 1531 - 243 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. D - Q 165 -569 Q - P 1610 - 196 Q - E 1406 - 280 F - O 99 -460 Webs Tens. Comp. O - G 384 - 80 G - M 401 - 68 I - K 353 - 2233 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.156 D 999 360 VERT(TL): 0.470 D 999 240 HORZ(LL): 0.069 K - - HORZ(TL): 0.209 K - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.820 Max Web CSI: 0.699 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T44 Ply: 1 Qty: 2 SEQN: 262801 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T44 DrwNo: 238.21.1504.38877 CAT / BAF 08/26/2021 W1 W2 W3 W4 W13 W14 W15 42'3"8 5'5"15 5'5"15 10'10" 5'4"1 17'6"6 6'8"6 22'4"8 4'10"2 27'2"10 4'10"2 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 17'6"6 6'8"6 22'4"8 4'10"2 27'2"10 4'10"2 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"1011'7"2(a)(a)(a) (b)(b) (a)A B C D EFG H I J KLMNOP Q RS 7 12 5X5(A2)2X3 3X5 3X5 2X3 6X82X6 3X12 8X14 2X3 3X7 3X7 5X5 3X5 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W4,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 47 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1806 /- /- /1009 /22 /222 K 1825 /- /- /975 /18 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 537 -3152 B - C 522 -2869 C - D 535 -2775 D - E 646 -2944 Chords Tens. Comp. E - F 459 -1642 F - G 459 - 1642 G - H 471 - 1934 H - I 436 -2047 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - S 2653 - 433 S - Q 2655 - 434P - O 1646 - 202 O - N 1551 - 184 Chords Tens. Comp. N - M 1551 - 184 M - L 1721 - 239L - K 1531 - 243 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. D - Q 165 -569 Q - P 1610 - 196 Q - E 1406 - 280 F - O 99 -460 Webs Tens. Comp. O - G 384 - 80 G - M 401 - 68 I - K 353 - 2233 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.156 D 999 360 VERT(TL): 0.470 D 999 240 HORZ(LL): 0.069 K - - HORZ(TL): 0.209 K - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.820 Max Web CSI: 0.699 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T44 Ply: 1 Qty: 2 SEQN: 262801 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T44 DrwNo: 238.21.1504.38877 CAT / BAF 08/26/2021 W1 W2 W3 W4 W13 W14 W15 42'3"8 5'5"15 5'5"15 10'10" 5'4"1 17'6"6 6'8"6 22'4"8 4'10"2 27'2"10 4'10"2 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 17'6"6 6'8"6 22'4"8 4'10"2 27'2"10 4'10"2 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"1011'7"2(a)(a)(a) (b)(b) (a)A B C D EFG H I J KLMNOP Q RS 7 12 5X5(A2)2X3 3X5 3X5 2X3 6X82X6 3X12 8X14 2X3 3X7 3X7 5X5 3X5 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2,W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 45 5.48 19.48Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1237 /- /- /726 /189 /187 G 1237 /- /- /726 /189 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 170 - 860 B - C 267 -1535 C - D 345 -1496 Chords Tens. Comp. D - E 345 -1496 E - F 267 -1535 F - G 170 - 860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1160 - 160 K - J 1159 - 158J - I 1159 - 158 Chords Tens. Comp. I - H 1159 - 87 H - F 1160 - 89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 439 -137 D - I 156 -438 Webs Tens. Comp. I - E 439 - 135 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 D 999 360 VERT(TL): 0.301 D 999 240 HORZ(LL): 0.075 F - - HORZ(TL): 0.246 F - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.585 Max Web CSI: 0.326 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T45 Ply: 1 Qty: 1 SEQN: 262878 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T45 DrwNo: 238.21.1505.16007 CAT / BAF 08/26/2021 T2 W2 W4 28'11" 1'11"11 1'11"11 7'5"8 5'5"13 14'5"8 7' 21'5"8 7' 26'11"5 5'5"13 28'11" 1'11"11 1'11"11 1'11"11 7'5"8 5'5"13 14'5"8 7' 21'5"8 7' 26'11"5 5'5"13 28'11" 1'11"11 1'7"15 9"96'7"28'3"1A B C DE F GHIJK 12 12 3X12(A1) 6X10 2X3 3X5 2X3 3X7 2X3 6X10 3X12(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x10 SP SS Dense; T2 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2,W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 45 5.48 19.48Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1237 /- /- /726 /189 /187 G 1237 /- /- /726 /189 /- Wind reactions based on MWFRS A Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.5 Bearings A & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 170 - 860 B - C 267 -1535 C - D 345 -1496 Chords Tens. Comp. D - E 345 -1496 E - F 267 -1535 F - G 170 - 860 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. B - K 1160 - 160 K - J 1159 - 158J - I 1159 - 158 Chords Tens. Comp. I - H 1159 - 87 H - F 1160 - 89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - I 439 -137 D - I 156 -438 Webs Tens. Comp. I - E 439 - 135 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.092 D 999 360 VERT(TL): 0.301 D 999 240 HORZ(LL): 0.075 F - - HORZ(TL): 0.246 F - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.585 Max Web CSI: 0.326 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T45 Ply: 1 Qty: 1 SEQN: 262878 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T45 DrwNo: 238.21.1505.16007 CAT / BAF 08/26/2021 T2 W2 W4 28'11" 1'11"11 1'11"11 7'5"8 5'5"13 14'5"8 7' 21'5"8 7' 26'11"5 5'5"13 28'11" 1'11"11 1'11"11 1'11"11 7'5"8 5'5"13 14'5"8 7' 21'5"8 7' 26'11"5 5'5"13 28'11" 1'11"11 1'7"15 9"96'7"28'3"1A B C DE F GHIJK 12 12 3X12(A1) 6X10 2X3 3X5 2X3 3X7 2X3 6X10 3X12(A1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 123 /- /- /81 /- /22 Wind reactions based on MWFRS D Brg Width = 60.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 146 - 391 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 425 - 382 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.635 Max BC CSI: 0.268 Max Web CSI: 0.201 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T46 Ply: 1 Qty: 1 SEQN: 263070 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T46 DrwNo: 238.21.1505.19743 CAT / BAF 08/26/2021 5'0"8 5'0"8 5'0"8 2'4"8 5"15 5'6"77'10"15A B C D 12 12 4X4(B1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 123 /- /- /81 /- /22 Wind reactions based on MWFRS D Brg Width = 60.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 146 - 391 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 425 - 382 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.635 Max BC CSI: 0.268 Max Web CSI: 0.201 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T46 Ply: 1 Qty: 1 SEQN: 263070 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T46 DrwNo: 238.21.1505.19743 CAT / BAF 08/26/2021 5'0"8 5'0"8 5'0"8 2'4"8 5"15 5'6"77'10"15A B C D 12 12 4X4(B1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T2 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1325 /- /- /- /672 /- H 1574 /- /- /- /724 /- Wind reactions based on MWFRS L Brg Width = 6.9 Min Req = 1.6 H Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 738 -1436 C - D 557 -1174 Chords Tens. Comp. D - E 522 -1119 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1218 - 604 Chords Tens. Comp. J - I 938 -439 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 675 -1277 B - K 1261 - 611 Webs Tens. Comp. J - E 933 -340 E - I 715 -1528 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.017 G - - HORZ(TL): -0.050 G - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.424 Max Web CSI: 0.466 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T47 Ply: 1 Qty: 1 SEQN: 262754 HIP_ FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T47 DrwNo: 238.21.1505.28173 CAT / BAF 08/26/2021 T2 15'5"9 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 2'6"41'9"9'6"8(a) (b) A B C D E FG HIJKL 6.05 12 3X5 3X10 3X5 3X5 3X5 4X4 4X4 2X6 4X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T2 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1325 /- /- /- /672 /- H 1574 /- /- /- /724 /- Wind reactions based on MWFRS L Brg Width = 6.9 Min Req = 1.6 H Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 738 -1436 C - D 557 -1174 Chords Tens. Comp. D - E 522 -1119 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1218 - 604 Chords Tens. Comp. J - I 938 -439 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 675 -1277 B - K 1261 - 611 Webs Tens. Comp. J - E 933 -340 E - I 715 -1528 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.017 G - - HORZ(TL): -0.050 G - - Creep Factor: 2.0 Max TC CSI: 0.731 Max BC CSI: 0.424 Max Web CSI: 0.466 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T47 Ply: 1 Qty: 1 SEQN: 262754 HIP_ FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T47 DrwNo: 238.21.1505.28173 CAT / BAF 08/26/2021 T2 15'5"9 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 2'6"41'9"9'6"8(a) (b) A B C D E FG HIJKL 6.05 12 3X5 3X10 3X5 3X5 3X5 4X4 4X4 2X6 4X10 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.63TC: From 31 plf at 1.63 to 31 plf at 15.46BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 15.46TC: -20 lb Conc. Load at 1.63TC: 113 lb Conc. Load at 3.67TC: 41 lb Conc. Load at 3.94TC: 88 lb Conc. Load at 6.26TC: 95 lb Conc. Load at 7.63TC: 130 lb Conc. Load at 8.57TC: 177 lb Conc. Load at 10.89TC: 134 lb Conc. Load at 11.60TC: 216 lb Conc. Load at 13.35BC: 16 lb Conc. Load at 1.63BC: 84 lb Conc. Load at 3.67BC: 38 lb Conc. Load at 3.94BC: 63 lb Conc. Load at 6.26BC: 212 lb Conc. Load at 7.63BC: 87 lb Conc. Load at 8.57 BC: 113 lb Conc. Load at 10.89BC: 318 lb Conc. Load at 11.60BC: 139 lb Conc. Load at 13.35 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T47 Ply: 1 Qty: 1 SEQN: 262754 HIP_ FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T47 DrwNo: 238.21.1505.28173 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.63TC: From 31 plf at 1.63 to 31 plf at 15.46BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 15.46TC: -20 lb Conc. Load at 1.63TC: 113 lb Conc. Load at 3.67TC: 41 lb Conc. Load at 3.94TC: 88 lb Conc. Load at 6.26TC: 95 lb Conc. Load at 7.63TC: 130 lb Conc. Load at 8.57TC: 177 lb Conc. Load at 10.89TC: 134 lb Conc. Load at 11.60TC: 216 lb Conc. Load at 13.35BC: 16 lb Conc. Load at 1.63BC: 84 lb Conc. Load at 3.67BC: 38 lb Conc. Load at 3.94BC: 63 lb Conc. Load at 6.26BC: 212 lb Conc. Load at 7.63BC: 87 lb Conc. Load at 8.57 BC: 113 lb Conc. Load at 10.89BC: 318 lb Conc. Load at 11.60BC: 139 lb Conc. Load at 13.35 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T47 Ply: 1 Qty: 1 SEQN: 262754 HIP_ FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T47 DrwNo: 238.21.1505.28173 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 327 /- /- /241 /- /154 D 327 /- /- /285 /126 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.292 Max BC CSI: 0.166 Max Web CSI: 0.202 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T48 Ply: 1 Qty: 8 SEQN: 262727 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T48 DrwNo: 238.21.1505.39073 CAT / BAF 08/26/2021 W5 7'5" 3'8"8 3'8"8 7'5" 3'8"8 3'8"8 3'8"8 7'5" 3'8"82'2"29'7"2(a) A B C DEF 12 12 3X5 2X3 3X5 3X5 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 327 /- /- /241 /- /154 D 327 /- /- /285 /126 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.292 Max BC CSI: 0.166 Max Web CSI: 0.202 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T48 Ply: 1 Qty: 8 SEQN: 262727 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T48 DrwNo: 238.21.1505.39073 CAT / BAF 08/26/2021 W5 7'5" 3'8"8 3'8"8 7'5" 3'8"8 3'8"8 3'8"8 7'5" 3'8"82'2"29'7"2(a) A B C DEF 12 12 3X5 2X3 3X5 3X5 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 340 /- /- /206 /- /207 D 112 /- /- /98 /49 /- C 169 /- /- /113 /123 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 E 999 360 VERT(TL): 0.031 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): 0.009 B - - Creep Factor: 2.0 Max TC CSI: 0.581 Max BC CSI: 0.338 Max Web CSI: 0.172 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T49 Ply: 1 Qty: 1 SEQN: 262681 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T49 DrwNo: 238.21.1505.42190 CAT / BAF 08/26/2021 5'2" 5'2" 5'5"8 3"81'2"81'9"107'3"2A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 340 /- /- /206 /- /207 D 112 /- /- /98 /49 /- C 169 /- /- /113 /123 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.17 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 E 999 360 VERT(TL): 0.031 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): 0.009 B - - Creep Factor: 2.0 Max TC CSI: 0.581 Max BC CSI: 0.338 Max Web CSI: 0.172 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T49 Ply: 1 Qty: 1 SEQN: 262681 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T49 DrwNo: 238.21.1505.42190 CAT / BAF 08/26/2021 5'2" 5'2" 5'5"8 3"81'2"81'9"107'3"2A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; M1,M2,M8,M9 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 G 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.005 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T50 Ply: 1 Qty: 1 SEQN: 262434 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T50 DrwNo: 238.21.1506.04823 CAT / BAF 08/26/2021 M1 M2 M8 M9 18'6"14 1'3"9 2'(TYP) 5'9"14 5'9"14 12'9" 6'11"2 18'6"14 5'9"14 18'6"14 18'6"14 0"411'6"15A EI M 23.82 12 3X5(D1) 3X5 3X5 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; M1,M2,M8,M9 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 G 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 K - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.005 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T50 Ply: 1 Qty: 1 SEQN: 262434 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T50 DrwNo: 238.21.1506.04823 CAT / BAF 08/26/2021 M1 M2 M8 M9 18'6"14 1'3"9 2'(TYP) 5'9"14 5'9"14 12'9" 6'11"2 18'6"14 5'9"14 18'6"14 18'6"14 0"411'6"15A EI M 23.82 12 3X5(D1) 3X5 3X5 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /1 /11 Wind reactions based on MWFRS C Brg Width = 68.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.006 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.099 Max BC CSI: 0.086 Max Web CSI: 0.049 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T51 Ply: 1 Qty: 1 SEQN: 262932 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T51 DrwNo: 238.21.1506.38637 CAT / BAF 08/26/2021 5'8"1 2'10" 2'10" 5'8"1 2'10" 2'10" 2'10" 5'8"1 2'10" 0"42'10"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /1 /11 Wind reactions based on MWFRS C Brg Width = 68.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 32.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.006 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.099 Max BC CSI: 0.086 Max Web CSI: 0.049 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T51 Ply: 1 Qty: 1 SEQN: 262932 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T51 DrwNo: 238.21.1506.38637 CAT / BAF 08/26/2021 5'8"1 2'10" 2'10" 5'8"1 2'10" 2'10" 2'10" 5'8"1 2'10" 0"42'10"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /47 /- /10 Wind reactions based on MWFRS C Brg Width = 40.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 33.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.026 Max BC CSI: 0.022 Max Web CSI: 0.021 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T52 Ply: 1 Qty: 1 SEQN: 262935 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T52 DrwNo: 238.21.1506.49870 CAT / BAF 08/26/2021 3'4"1 1'8" 1'8" 3'4"1 1'8" 1'8" 1'8" 3'4"1 1'8" 0"41'8"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /47 /- /10 Wind reactions based on MWFRS C Brg Width = 40.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 33.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.026 Max BC CSI: 0.022 Max Web CSI: 0.021 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T52 Ply: 1 Qty: 1 SEQN: 262935 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T52 DrwNo: 238.21.1506.49870 CAT / BAF 08/26/2021 3'4"1 1'8" 1'8" 3'4"1 1'8" 1'8" 1'8" 3'4"1 1'8" 0"41'8"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 269 /- /- /209 /- /109 D 151 /- /- /189 /145 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.234 Max BC CSI: 0.151 Max Web CSI: 0.110 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T53 Ply: 1 Qty: 5 SEQN: 263098 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T53 DrwNo: 238.21.1506.56247 CAT / BAF 08/26/2021 3'8"14 3'8"14 3'8"141'2"83'9"147'6"12A B C DE 12 12 3X5 2X3 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 269 /- /- /209 /- /109 D 151 /- /- /189 /145 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.234 Max BC CSI: 0.151 Max Web CSI: 0.110 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T53 Ply: 1 Qty: 5 SEQN: 263098 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T53 DrwNo: 238.21.1506.56247 CAT / BAF 08/26/2021 3'8"14 3'8"14 3'8"141'2"83'9"147'6"12A B C DE 12 12 3X5 2X3 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 83 /- /- /43 /2 /6 Wind reactions based on MWFRS E Brg Width = 169 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.005 E 999 240 HORZ(LL): -0.001 E - - HORZ(TL): -0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.303 Max BC CSI: 0.109 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T54 Ply: 1 Qty: 1 SEQN: 262701 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T54 DrwNo: 238.21.1507.00110 CAT / BAF 08/26/2021 14'1"14 3'0"15 4' (TYP) 7'0"15 7'0"15 14'1"14 7'0"15 14'1"14 14'1"14 0"44'1"13A B C D E FGH 7 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 83 /- /- /43 /2 /6 Wind reactions based on MWFRS E Brg Width = 169 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.005 E 999 240 HORZ(LL): -0.001 E - - HORZ(TL): -0.002 E - - Creep Factor: 2.0 Max TC CSI: 0.303 Max BC CSI: 0.109 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T54 Ply: 1 Qty: 1 SEQN: 262701 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T54 DrwNo: 238.21.1507.00110 CAT / BAF 08/26/2021 14'1"14 3'0"15 4' (TYP) 7'0"15 7'0"15 14'1"14 7'0"15 14'1"14 14'1"14 0"44'1"13A B C D E FGH 7 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /42 /2 /6 Wind reactions based on MWFRS C Brg Width = 87.6 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 360 VERT(TL): 0.022 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.223 Max BC CSI: 0.151 Max Web CSI: 0.066 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T55 Ply: 1 Qty: 1 SEQN: 262704 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T55 DrwNo: 238.21.1507.02980 CAT / BAF 08/26/2021 7'3"9 3'7"12 3'7"12 7'3"9 3'7"12 3'7"12 3'7"12 7'3"9 3'7"12 0"42'1"13A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /42 /2 /6 Wind reactions based on MWFRS C Brg Width = 87.6 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.28 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 A 999 360 VERT(TL): 0.022 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.223 Max BC CSI: 0.151 Max Web CSI: 0.066 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T55 Ply: 1 Qty: 1 SEQN: 262704 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T55 DrwNo: 238.21.1507.02980 CAT / BAF 08/26/2021 7'3"9 3'7"12 3'7"12 7'3"9 3'7"12 3'7"12 3'7"12 7'3"9 3'7"12 0"42'1"13A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /43 /13 /6 Wind reactions based on MWFRS C Brg Width = 128 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 397 - 106 Chords Tens. Comp. B - C 397 -106 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 174 - 597 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.021 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.009 C - - HORZ(TL): -0.033 C - - Creep Factor: 2.0 Max TC CSI: 0.554 Max BC CSI: 0.335 Max Web CSI: 0.143 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T56 Ply: 1 Qty: 1 SEQN: 262636 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T56 DrwNo: 238.21.1507.06417 CAT / BAF 08/26/2021 10'8"8 5'4"4 5'4"4 10'8"8 5'4"4 5'4"4 5'4"4 10'8"8 5'4"4 0"43'1"12A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /43 /13 /6 Wind reactions based on MWFRS C Brg Width = 128 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 397 - 106 Chords Tens. Comp. B - C 397 -106 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 174 - 597 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.021 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.009 C - - HORZ(TL): -0.033 C - - Creep Factor: 2.0 Max TC CSI: 0.554 Max BC CSI: 0.335 Max Web CSI: 0.143 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T56 Ply: 1 Qty: 1 SEQN: 262636 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T56 DrwNo: 238.21.1507.06417 CAT / BAF 08/26/2021 10'8"8 5'4"4 5'4"4 10'8"8 5'4"4 5'4"4 5'4"4 10'8"8 5'4"4 0"43'1"12A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 82 /- /- /40 /10 /4 Wind reactions based on MWFRS C Brg Width = 46.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.045 Max BC CSI: 0.035 Max Web CSI: 0.022 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T57 Ply: 1 Qty: 1 SEQN: 262639 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T57 DrwNo: 238.21.1507.28783 CAT / BAF 08/26/2021 3'10"3 1'11"2 1'11"2 3'10"3 1'11"2 3'10"3 3'10"3 0"41'1"12A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 82 /- /- /40 /10 /4 Wind reactions based on MWFRS C Brg Width = 46.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.045 Max BC CSI: 0.035 Max Web CSI: 0.022 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T57 Ply: 1 Qty: 1 SEQN: 262639 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T57 DrwNo: 238.21.1507.28783 CAT / BAF 08/26/2021 3'10"3 1'11"2 1'11"2 3'10"3 1'11"2 3'10"3 3'10"3 0"41'1"12A B C D 7 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 327 /- /- /- /93 /- E79 /- /- /- /4 /- Wind reactions based on MWFRS G Brg Width = 6.9 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.005 D 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.101 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T58 Ply: 1 Qty: 2 SEQN: 262591 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T58 DrwNo: 238.21.1507.31973 CAT / BAF 08/26/2021 3'1"15 2'11"13 2'11"13 3'1"15 2"2 2'11"13 2'11"13 3'1"15 2"2 2'2"51'7"3'2"1A B CD EFG 6.05 12 3X5 2X6 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 327 /- /- /- /93 /- E79 /- /- /- /4 /- Wind reactions based on MWFRS G Brg Width = 6.9 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.07 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.005 D 999 240 HORZ(LL): 0.001 D - - HORZ(TL): 0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.384 Max BC CSI: 0.101 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T58 Ply: 1 Qty: 2 SEQN: 262591 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T58 DrwNo: 238.21.1507.31973 CAT / BAF 08/26/2021 3'1"15 2'11"13 2'11"13 3'1"15 2"2 2'11"13 2'11"13 3'1"15 2"2 2'2"51'7"3'2"1A B CD EFG 6.05 12 3X5 2X6 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W9,W10,W11,W12,W13 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 12.09 14.92TC 43 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1972 /- /- /1008 /180 /236 J 1930 /- /- /1025 /191 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.3 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 586 -3432 B - C 572 -2908 C - D 533 -2374 D - E 611 -2737 E - F 636 -2622 Chords Tens. Comp. F - G 509 - 1993 G - H 548 - 2452 H - I 567 -2993 I - J 551 - 3165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2891 - 475 V - T 2890 - 476 T - R 2857 - 466 O - N 2170 - 286 Chords Tens. Comp. N - M 2396 - 335 M - L 2396 - 335 L - J 2642 - 406 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 130 - 555 R - C 1007 - 189 R - Q 2385 - 373 D - Q 297 -1708 Q - O 2487 - 391 Webs Tens. Comp. O - F 1406 - 267 F - N 105 - 425 G - N 846 - 135 N - H 145 -620 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.228 E 999 360 VERT(TL): 0.643 E 792 240 HORZ(LL): 0.103 J - - HORZ(TL): 0.290 J - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.932 Max Web CSI: 0.988 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T59 Ply: 1 Qty: 1 SEQN: 262480 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T59 DrwNo: 238.21.1507.56547 CAT / BAF 08/26/2021 T4 B1 W9 W10 W11 W12 W13 42'6"8 5'9"7 5'9"7 12'1"1 6'3"10 14'11"1 2'10" 20'4"6 5'5"5 27'2"10 6'10"4 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'9"7 5'9"7 10'10" 5'0"9 11'9"9 11"9 14'11"1 3'1"8 19'11"8 5'0"7 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"148'5"111'7"2(a) (b) (a) A B C D E FG H I J K LMNO PQ R S TUV 7 12 4X7(B1) 3X5 2X65X8 5X6 5X8 H0615 6X82X6 5X8 5X6 3X7 H0308 3X5 3X5 6X8(G7) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W9,W10,W11,W12,W13 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 12.09 14.92TC 43 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1972 /- /- /1008 /180 /236 J 1930 /- /- /1025 /191 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.3 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 586 -3432 B - C 572 -2908 C - D 533 -2374 D - E 611 -2737 E - F 636 -2622 Chords Tens. Comp. F - G 509 - 1993 G - H 548 - 2452 H - I 567 -2993 I - J 551 - 3165 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2891 - 475 V - T 2890 - 476 T - R 2857 - 466 O - N 2170 - 286 Chords Tens. Comp. N - M 2396 - 335 M - L 2396 - 335 L - J 2642 - 406 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - R 130 - 555 R - C 1007 - 189 R - Q 2385 - 373 D - Q 297 -1708 Q - O 2487 - 391 Webs Tens. Comp. O - F 1406 - 267 F - N 105 - 425 G - N 846 - 135 N - H 145 -620 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.228 E 999 360 VERT(TL): 0.643 E 792 240 HORZ(LL): 0.103 J - - HORZ(TL): 0.290 J - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.932 Max Web CSI: 0.988 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T59 Ply: 1 Qty: 1 SEQN: 262480 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T59 DrwNo: 238.21.1507.56547 CAT / BAF 08/26/2021 T4 B1 W9 W10 W11 W12 W13 42'6"8 5'9"7 5'9"7 12'1"1 6'3"10 14'11"1 2'10" 20'4"6 5'5"5 27'2"10 6'10"4 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'9"7 5'9"7 10'10" 5'0"9 11'9"9 11"9 14'11"1 3'1"8 19'11"8 5'0"7 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"148'5"111'7"2(a) (b) (a) A B C D E FG H I J K LMNO PQ R S TUV 7 12 4X7(B1) 3X5 2X65X8 5X6 5X8 H0615 6X82X6 5X8 5X6 3X7 H0308 3X5 3X5 6X8(G7) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 2.76 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 295 /- /- /188 /- /111 E 201 /- /- /129 /84 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.003 F 999 240 HORZ(LL): -0.001 D - - HORZ(TL): -0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.112 Max BC CSI: 0.053 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T60 Ply: 1 Qty: 2 SEQN: 262597 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T60 DrwNo: 238.21.1508.12040 CAT / BAF 08/26/2021 4'9" 2'9"2 2'9"2 4'9" 1'11"14 2'9"2 2'9"2 4'9" 1'11"141'0"81'7"104'3"4'4"12A B C D EFG 12 12 3X5 2X6 3X5 4X4 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 2.76 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 295 /- /- /188 /- /111 E 201 /- /- /129 /84 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.73 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.003 F 999 240 HORZ(LL): -0.001 D - - HORZ(TL): -0.001 D - - Creep Factor: 2.0 Max TC CSI: 0.112 Max BC CSI: 0.053 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T60 Ply: 1 Qty: 2 SEQN: 262597 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T60 DrwNo: 238.21.1508.12040 CAT / BAF 08/26/2021 4'9" 2'9"2 2'9"2 4'9" 1'11"14 2'9"2 2'9"2 4'9" 1'11"141'0"81'7"104'3"4'4"12A B C D EFG 12 12 3X5 2X6 3X5 4X4 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 10 3.93 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 295 /- /- /186 /- /149 E 201 /- /- /158 /117 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.002 C 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.278 Max BC CSI: 0.252 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T61 Ply: 1 Qty: 1 SEQN: 262600 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T61 DrwNo: 238.21.1508.15997 CAT / BAF 08/26/2021 4'9" 3'11"2 3'11"2 4'9" 9"14 4'9" 4'9"1'0"81'7"105'5"5'6"12A B C D EF 12 12 3X5 2X3 4X4 2X3 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 10 3.93 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 295 /- /- /186 /- /149 E 201 /- /- /158 /117 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.002 C 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.004 D - - Creep Factor: 2.0 Max TC CSI: 0.278 Max BC CSI: 0.252 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T61 Ply: 1 Qty: 1 SEQN: 262600 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T61 DrwNo: 238.21.1508.15997 CAT / BAF 08/26/2021 4'9" 3'11"2 3'11"2 4'9" 9"14 4'9" 4'9"1'0"81'7"105'5"5'6"12A B C D EF 12 12 3X5 2X3 4X4 2X3 5X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.04 to 68 plf at 1.59TC: From 34 plf at 1.59 to 34 plf at 4.75BC: From 6 plf at -1.04 to 6 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.75BC: 217 lb Conc. Load at 1.62BC: 138 lb Conc. Load at 3.65 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 38 1.59 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 410 /- /- /- /105 /- E 286 /- /- /- /78 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 119 - 447 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.004 F 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.150 Max BC CSI: 0.117 Max Web CSI: 0.051 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T62 Ply: 1 Qty: 2 SEQN: 262594 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T62 DrwNo: 238.21.1508.20987 CAT / BAF 08/26/2021 4'9" 1'7"2 1'7"2 4'9" 3'1"14 1'7"2 1'7"2 4'9" 3'1"141'0"81'7"103'1"73'2"12A B C D EFG 12 12 3X5 2X6 3X5 4X4 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.04 to 68 plf at 1.59TC: From 34 plf at 1.59 to 34 plf at 4.75BC: From 6 plf at -1.04 to 6 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.75BC: 217 lb Conc. Load at 1.62BC: 138 lb Conc. Load at 3.65 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 38 1.59 4.75Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 410 /- /- /- /105 /- E 286 /- /- /- /78 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 119 - 447 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.15 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 F 999 360 VERT(TL): 0.004 F 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.150 Max BC CSI: 0.117 Max Web CSI: 0.051 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T62 Ply: 1 Qty: 2 SEQN: 262594 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T62 DrwNo: 238.21.1508.20987 CAT / BAF 08/26/2021 4'9" 1'7"2 1'7"2 4'9" 3'1"14 1'7"2 1'7"2 4'9" 3'1"141'0"81'7"103'1"73'2"12A B C D EFG 12 12 3X5 2X6 3X5 4X4 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 229 /- /- /147 /8 /78 D 138 /- /- /98 /57 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.186 Max BC CSI: 0.130 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T63 Ply: 1 Qty: 4 SEQN: 262587 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T63 DrwNo: 238.21.1508.29457 CAT / BAF 08/26/2021 3'6"12 3'6"12 3'6"121'0"81'1"133'2"12A B C DE 7 12 3X5 2X6 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 229 /- /- /147 /8 /78 D 138 /- /- /98 /57 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.186 Max BC CSI: 0.130 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T63 Ply: 1 Qty: 4 SEQN: 262587 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T63 DrwNo: 238.21.1508.29457 CAT / BAF 08/26/2021 3'6"12 3'6"12 3'6"121'0"81'1"133'2"12A B C DE 7 12 3X5 2X6 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 3.62TC: From 32 plf at 3.62 to 32 plf at 11.63TC: From 63 plf at 11.63 to 63 plf at 15.25 BC: From 10 plf at 0.00 to 10 plf at 15.25BC: 296 lb Conc. Load at 1.83BC: 630 lb Conc. Load at 3.71,11.71BC: 545 lb Conc. Load at 5.71, 7.71, 9.71BC: 344 lb Conc. Load at 13.71 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 2159 /- /- /84 /- /- F 2239 /- /- /97 /- /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1430 B - C 0 -1095 Chords Tens. Comp. C - D 0 -1095 D - E 0 -1444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1189 0 Chords Tens. Comp. H - G 1200 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -1003 A - I 1208 0 C - H 1032 0 Webs Tens. Comp. G - E 1219 0 E - F 0 -1012 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 H 999 360 VERT(TL): 0.077 H 999 240 HORZ(LL): 0.007 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.182 Max BC CSI: 0.294 Max Web CSI: 0.299 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T64 Ply: 2 Qty: 1 SEQN: 262603 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T64 DrwNo: 238.21.1508.35967 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 1'1"135'7"3A B C D E FGHIJ 7 12 3X5 3X3 3X5 3X5 4X4 3X7 3X5 3X5 3X5 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 3.62TC: From 32 plf at 3.62 to 32 plf at 11.63TC: From 63 plf at 11.63 to 63 plf at 15.25 BC: From 10 plf at 0.00 to 10 plf at 15.25BC: 296 lb Conc. Load at 1.83BC: 630 lb Conc. Load at 3.71,11.71BC: 545 lb Conc. Load at 5.71, 7.71, 9.71BC: 344 lb Conc. Load at 13.71 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 2159 /- /- /84 /- /- F 2239 /- /- /97 /- /- Wind reactions based on MWFRS J Brg Width = 3.5 Min Req = 1.5 F Brg Width = 3.5 Min Req = 1.5 Bearings J & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1430 B - C 0 -1095 Chords Tens. Comp. C - D 0 -1095 D - E 0 -1444 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 1189 0 Chords Tens. Comp. H - G 1200 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 0 -1003 A - I 1208 0 C - H 1032 0 Webs Tens. Comp. G - E 1219 0 E - F 0 -1012 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.61 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.026 H 999 360 VERT(TL): 0.077 H 999 240 HORZ(LL): 0.007 B - - HORZ(TL): 0.021 B - - Creep Factor: 2.0 Max TC CSI: 0.182 Max BC CSI: 0.294 Max Web CSI: 0.299 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T64 Ply: 2 Qty: 1 SEQN: 262603 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T64 DrwNo: 238.21.1508.35967 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 1'1"135'7"3A B C D E FGHIJ 7 12 3X5 3X3 3X5 3X5 4X4 3X7 3X5 3X5 3X5 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 C 999 240 HORZ(LL): 0.000 - - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T65 Ply: 1 Qty: 2 SEQN: 262584 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T65 DrwNo: 238.21.1508.48827 CAT / BAF 08/26/2021 3'1"5 1'6"10 1'6"10 2'3"14 9"4 3'1"5 9"7 1'6"10 1'6"10 3'1"5 1'6"12 0"4 4'7"9A CD E 23.82 12 3X5(D1) 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins onthe hip plane to brace the flat top chord of hiptrusses. See detail drawing HIPFRAME0118 orHIPFR1800118 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 C 999 240 HORZ(LL): 0.000 - - - HORZ(TL): 0.000 C - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.000 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T65 Ply: 1 Qty: 2 SEQN: 262584 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T65 DrwNo: 238.21.1508.48827 CAT / BAF 08/26/2021 3'1"5 1'6"10 1'6"10 2'3"14 9"4 3'1"5 9"7 1'6"10 1'6"10 3'1"5 1'6"12 0"4 4'7"9A CD E 23.82 12 3X5(D1) 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at -1.21 to 63 plf at 14.31TC: From 32 plf at 14.31 to 32 plf at 28.02TC: From 63 plf at 28.02 to 63 plf at 40.10 BC: From 5 plf at -1.21 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 14.34BC: From 10 plf at 14.34 to 10 plf at 40.10BC: 1918 lb Conc. Load at 14.34BC: 344 lb Conc. Load at 16.37,18.37,20.37,22.3724.37,26.37BC: 336 lb Conc. Load at 28.29,30.29,32.29,34.2936.29,38.29 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 54 14.31 28.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 4001 /- /- /- /1261 /- I 4720 /- /- /- /1575 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req = 2.4 I Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 987 -3035 C - D 1068 - 3107 D - E 933 -2756 Chords Tens. Comp. E - F 933 -2756 F - G 905 - 2693 G - H 885 - 2637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2586 - 843 O - N 2586 - 843N - M 2601 - 893 Chords Tens. Comp. M - L 2271 - 763 L - K 2271 - 763K - J 2252 - 755 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 634 -1942 B - P 2398 - 784 N - D 1166 - 418 M - F 809 - 283 Webs Tens. Comp. F - K 542 - 170 J - H 2365 - 793 H - I 739 -2201 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.131 E 999 360 VERT(TL): 0.392 E 999 240 HORZ(LL): 0.033 C - - HORZ(TL): 0.098 C - - Creep Factor: 2.0 Max TC CSI: 0.981 Max BC CSI: 0.688 Max Web CSI: 0.589 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T67 Ply: 2 Qty: 1 SEQN: 262678 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T67 DrwNo: 238.21.1508.57993 CAT / BAF 08/26/2021 2 Complete Trusses Required T1 W1 40'1"4 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 34'0"12 6'0"8 40'1"4 6'0"8 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 34'0"12 6'0"8 40'1"4 6'0"81'2"8 1'2"15 2'6"99'7"2A B C D EF G H IJKLMNOPQ 7 12 4X7 3X10 5X6 3X5 5X5 4X7 5X5 2X3 4X7 5X6 5X5 3X5 3X5 3X8 5X5 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at -1.21 to 63 plf at 14.31TC: From 32 plf at 14.31 to 32 plf at 28.02TC: From 63 plf at 28.02 to 63 plf at 40.10 BC: From 5 plf at -1.21 to 5 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 14.34BC: From 10 plf at 14.34 to 10 plf at 40.10BC: 1918 lb Conc. Load at 14.34BC: 344 lb Conc. Load at 16.37,18.37,20.37,22.3724.37,26.37BC: 336 lb Conc. Load at 28.29,30.29,32.29,34.2936.29,38.29 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 54 14.31 28.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 4001 /- /- /- /1261 /- I 4720 /- /- /- /1575 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req = 2.4 I Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 987 -3035 C - D 1068 - 3107 D - E 933 -2756 Chords Tens. Comp. E - F 933 -2756 F - G 905 - 2693 G - H 885 - 2637 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2586 - 843 O - N 2586 - 843N - M 2601 - 893 Chords Tens. Comp. M - L 2271 - 763 L - K 2271 - 763K - J 2252 - 755 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 634 -1942 B - P 2398 - 784 N - D 1166 - 418 M - F 809 - 283 Webs Tens. Comp. F - K 542 - 170 J - H 2365 - 793 H - I 739 -2201 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.131 E 999 360 VERT(TL): 0.392 E 999 240 HORZ(LL): 0.033 C - - HORZ(TL): 0.098 C - - Creep Factor: 2.0 Max TC CSI: 0.981 Max BC CSI: 0.688 Max Web CSI: 0.589 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T67 Ply: 2 Qty: 1 SEQN: 262678 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T67 DrwNo: 238.21.1508.57993 CAT / BAF 08/26/2021 2 Complete Trusses Required T1 W1 40'1"4 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 34'0"12 6'0"8 40'1"4 6'0"8 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 34'0"12 6'0"8 40'1"4 6'0"81'2"8 1'2"15 2'6"99'7"2A B C D EF G H IJKLMNOPQ 7 12 4X7 3X10 5X6 3X5 5X5 4X7 5X5 2X3 4X7 5X6 5X5 3X5 3X5 3X8 5X5 3X10 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.50 to 68 plf at 14.96BC: From 6 plf at -1.50 to 6 plf at -0.29BC: From 20 plf at 0.00 to 20 plf at 7.62 BC: From 10 plf at 7.62 to 10 plf at 14.67BC: 4720 lb Conc. Load at 7.62BC: 1758 lb Conc. Load at 9.56BC: 1667 lb Conc. Load at 11.56BC: 1854 lb Conc. Load at 12.39BC: 1901 lb Conc. Load at 14.39 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 4389 /- /- /- /1036 /- G 8865 /- /- /- /1520 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.8 Bearings K & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 519 -2180 C - D 594 -2480 Chords Tens. Comp. D - E 594 -2480 E - F 683 -3521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1528 - 361 Chords Tens. Comp. I - H 2400 - 468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 514 -2131 B - J 1556 - 367 J - C 169 - 620D - I 3305 - 771 Webs Tens. Comp. I - E 101 - 1161 E - H 1560 - 98 H - F 2491 - 482F - G 651 - 3338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 360 VERT(TL): 0.166 I 999 240 HORZ(LL): 0.026 C - - HORZ(TL): 0.077 C - - Creep Factor: 2.0 Max TC CSI: 0.498 Max BC CSI: 0.354 Max Web CSI: 0.811 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T68 Ply: 2 Qty: 1 SEQN: 262947 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T68 DrwNo: 238.21.1509.01267 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3"8 3"8 3'10"10 3'7"2 7'7"8 3'8"14 11'4"6 3'8"14 14'11"8 3'7"2 15'3" 3"8 1'2"81'9"109'5"2A B C D E F GHIJK 12 12 4X7 6X8 8X10 3X8 4X7 8X10 3X8 8X10 6X8 6X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.50 to 68 plf at 14.96BC: From 6 plf at -1.50 to 6 plf at -0.29BC: From 20 plf at 0.00 to 20 plf at 7.62 BC: From 10 plf at 7.62 to 10 plf at 14.67BC: 4720 lb Conc. Load at 7.62BC: 1758 lb Conc. Load at 9.56BC: 1667 lb Conc. Load at 11.56BC: 1854 lb Conc. Load at 12.39BC: 1901 lb Conc. Load at 14.39 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 4389 /- /- /- /1036 /- G 8865 /- /- /- /1520 /- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req = 1.5 G Brg Width = 3.5 Min Req = 1.8 Bearings K & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 519 -2180 C - D 594 -2480 Chords Tens. Comp. D - E 594 -2480 E - F 683 -3521 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. J - I 1528 - 361 Chords Tens. Comp. I - H 2400 - 468 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - K 514 -2131 B - J 1556 - 367 J - C 169 - 620D - I 3305 - 771 Webs Tens. Comp. I - E 101 - 1161 E - H 1560 - 98 H - F 2491 - 482F - G 651 - 3338 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.055 I 999 360 VERT(TL): 0.166 I 999 240 HORZ(LL): 0.026 C - - HORZ(TL): 0.077 C - - Creep Factor: 2.0 Max TC CSI: 0.498 Max BC CSI: 0.354 Max Web CSI: 0.811 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T68 Ply: 2 Qty: 1 SEQN: 262947 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T68 DrwNo: 238.21.1509.01267 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'3" 3'10"10 3'10"10 7'7"8 3'8"14 11'4"6 3'8"14 15'3" 3'10"10 3"8 3"8 3'10"10 3'7"2 7'7"8 3'8"14 11'4"6 3'8"14 14'11"8 3'7"2 15'3" 3"8 1'2"81'9"109'5"2A B C D E F GHIJK 12 12 4X7 6X8 8X10 3X8 4X7 8X10 3X8 8X10 6X8 6X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 344 /- /- /243 /- /162 D 344 /- /- /296 /123 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.007 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.325 Max BC CSI: 0.186 Max Web CSI: 0.215 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T69 Ply: 1 Qty: 7 SEQN: 262571 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T69 DrwNo: 238.21.1509.03733 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'9"109'7"2(a) A B C DEF 12 12 3X5 2X3 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 344 /- /- /243 /- /162 D 344 /- /- /296 /123 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.94 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.007 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.005 C - - Creep Factor: 2.0 Max TC CSI: 0.325 Max BC CSI: 0.186 Max Web CSI: 0.215 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T69 Ply: 1 Qty: 7 SEQN: 262571 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T69 DrwNo: 238.21.1509.03733 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'9"109'7"2(a) A B C DEF 12 12 3X5 2X3 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A - /-21 /- /29 /27 /47 B* 141 /- /- /52 /20 /- E - /-21 /- /6 /4 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 62.0 Min Req = - E Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.004 D 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.152 Max BC CSI: 0.073 Max Web CSI: 0.016 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T70 Ply: 1 Qty: 10 SEQN: 262524 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T70 DrwNo: 238.21.1509.54710 CAT / BAF 08/26/2021 10"3 5'1"15 10"3 10"3 10"3 3'5"2 2'7" 6'0"2 2'7" 6'10"5 10"3 10"3 10"3 3'5"2 2'7" 6'0"2 2'7" 6'10"5 10"31'10"61"10 2'A B C D E 7 12 4X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A - /-21 /- /29 /27 /47 B* 141 /- /- /52 /20 /- E - /-21 /- /6 /4 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 62.0 Min Req = - E Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 D 999 360 VERT(TL): 0.004 D 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.152 Max BC CSI: 0.073 Max Web CSI: 0.016 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T70 Ply: 1 Qty: 10 SEQN: 262524 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T70 DrwNo: 238.21.1509.54710 CAT / BAF 08/26/2021 10"3 5'1"15 10"3 10"3 10"3 3'5"2 2'7" 6'0"2 2'7" 6'10"5 10"3 10"3 10"3 3'5"2 2'7" 6'0"2 2'7" 6'10"5 10"31'10"61"10 2'A B C D E 7 12 4X4 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 89 /- /- /52 /- /8 Wind reactions based on MWFRS D Brg Width = 33.6 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.091 Max BC CSI: 0.080 Max Web CSI: 0.020 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T71 Ply: 1 Qty: 1 SEQN: 262651 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T71 DrwNo: 238.21.1510.01563 CAT / BAF 08/26/2021 2'9"9 2'9"9 2'9"9 3" 0"4 1'7"131'9"9A B C D 7 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 89 /- /- /52 /- /8 Wind reactions based on MWFRS D Brg Width = 33.6 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.003 A - - Creep Factor: 2.0 Max TC CSI: 0.091 Max BC CSI: 0.080 Max Web CSI: 0.020 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T71 Ply: 1 Qty: 1 SEQN: 262651 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T71 DrwNo: 238.21.1510.01563 CAT / BAF 08/26/2021 2'9"9 2'9"9 2'9"9 3" 0"4 1'7"131'9"9A B C D 7 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T2 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1330 /- /- /- /663 /- H 1642 /- /- /- /662 /- Wind reactions based on MWFRS L Brg Width = 10.9 Min Req = 1.6 H Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 726 -1442 C - D 539 -1184 Chords Tens. Comp. D - E 504 -1129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1224 - 594 Chords Tens. Comp. J - I 949 -420 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 666 -1282 B - K 1266 - 601 Webs Tens. Comp. J - E 938 -345 E - I 684 -1545 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.017 G - - HORZ(TL): -0.051 G - - Creep Factor: 2.0 Max TC CSI: 0.782 Max BC CSI: 0.430 Max Web CSI: 0.471 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T72 Ply: 1 Qty: 1 SEQN: 262751 HIP_ FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T72 DrwNo: 238.21.1510.07130 CAT / BAF 08/26/2021 T2 15'5"9 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 2'6"41'9"9'6"8(a) (b) A B C D E FG HIJKL 6.05 12 3X5 3X10 3X5 3X5 3X5 4X4 4X4 3X3 H0308 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T2 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1330 /- /- /- /663 /- H 1642 /- /- /- /662 /- Wind reactions based on MWFRS L Brg Width = 10.9 Min Req = 1.6 H Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 726 -1442 C - D 539 -1184 Chords Tens. Comp. D - E 504 -1129 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. K - J 1224 - 594 Chords Tens. Comp. J - I 949 -420 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 666 -1282 B - K 1266 - 601 Webs Tens. Comp. J - E 938 -345 E - I 684 -1545 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.25 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.025 C 999 360 VERT(TL): 0.073 C 999 240 HORZ(LL): -0.017 G - - HORZ(TL): -0.051 G - - Creep Factor: 2.0 Max TC CSI: 0.782 Max BC CSI: 0.430 Max Web CSI: 0.471 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T72 Ply: 1 Qty: 1 SEQN: 262751 HIP_ FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T72 DrwNo: 238.21.1510.07130 CAT / BAF 08/26/2021 T2 15'5"9 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 5'1"12 5'1"12 10'1"11 5' 15'3"7 5'1"12 15'5"9 2"2 2'6"41'9"9'6"8(a) (b) A B C D E FG HIJKL 6.05 12 3X5 3X10 3X5 3X5 3X5 4X4 4X4 3X3 H0308 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.63TC: From 31 plf at 1.63 to 31 plf at 13.20TC: From 62 plf at 13.20 to 62 plf at 15.46BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.20BC: From 20 plf at 13.20 to 20 plf at 15.46TC: -20 lb Conc. Load at 1.63TC: 113 lb Conc. Load at 3.67TC: 41 lb Conc. Load at 3.94TC: 88 lb Conc. Load at 6.26TC: 95 lb Conc. Load at 7.63TC: 130 lb Conc. Load at 8.57TC: 169 lb Conc. Load at 10.89TC: 134 lb Conc. Load at 11.60TC: 206 lb Conc. Load at 13.20BC: 16 lb Conc. Load at 1.63BC: 84 lb Conc. Load at 3.67BC: 38 lb Conc. Load at 3.94BC: 63 lb Conc. Load at 6.26 BC: 212 lb Conc. Load at 7.63BC: 87 lb Conc. Load at 8.57BC: 112 lb Conc. Load at 10.89BC: 318 lb Conc. Load at 11.60BC: 137 lb Conc. Load at 13.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T72 Ply: 1 Qty: 1 SEQN: 262751 HIP_ FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T72 DrwNo: 238.21.1510.07130 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.63TC: From 31 plf at 1.63 to 31 plf at 13.20TC: From 62 plf at 13.20 to 62 plf at 15.46BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 13.20BC: From 20 plf at 13.20 to 20 plf at 15.46TC: -20 lb Conc. Load at 1.63TC: 113 lb Conc. Load at 3.67TC: 41 lb Conc. Load at 3.94TC: 88 lb Conc. Load at 6.26TC: 95 lb Conc. Load at 7.63TC: 130 lb Conc. Load at 8.57TC: 169 lb Conc. Load at 10.89TC: 134 lb Conc. Load at 11.60TC: 206 lb Conc. Load at 13.20BC: 16 lb Conc. Load at 1.63BC: 84 lb Conc. Load at 3.67BC: 38 lb Conc. Load at 3.94BC: 63 lb Conc. Load at 6.26 BC: 212 lb Conc. Load at 7.63BC: 87 lb Conc. Load at 8.57BC: 112 lb Conc. Load at 10.89BC: 318 lb Conc. Load at 11.60BC: 137 lb Conc. Load at 13.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T72 Ply: 1 Qty: 1 SEQN: 262751 HIP_ FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T72 DrwNo: 238.21.1510.07130 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 2.50TC: From 63 plf at 2.50 to 63 plf at 42.73BC: From 10 plf at 0.00 to 10 plf at 2.50BC: From 20 plf at 2.50 to 20 plf at 42.73BC: 95 lb Conc. Load at 0.08, 2.08BC: 1296 lb Conc. Load at 2.50 Plating Notes All plates are 3X5 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 31 5.23 8.07TC 39 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 3081 /- /- /- /527 /- K 1854 /- /- /- /277 /- Wind reactions based on MWFRS U Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 472 -3374 B - C 470 -3274 C - D 520 -3601 D - E 467 -3050 Chords Tens. Comp. E - F 357 -2290 F - G 250 - 1695 G - H 318 - 2050 H - I 322 -2147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2890 - 405 S - R 2792 - 396R - Q 3601 - 520 Q - P 3601 - 520 P - O 2527 - 373 Chords Tens. Comp. O - N 1866 - 277 N - M 1810 - 274M - L 1810 - 274 L - K 1649 - 260 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 411 -2920 A - T 3113 - 432 T - B 55 -614 B - S 405 - 110 C - R 1398 - 214 D - R 232 -1094 Webs Tens. Comp. D - P 175 -1261 P - E 827 -38 E - O 157 -1054 O - F 974 - 59 G - N 603 - 7 I - K 363 - 2308 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.27 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.150 P 999 360 VERT(TL): 0.467 P 999 240 HORZ(LL): 0.047 C - - HORZ(TL): 0.147 C - - Creep Factor: 2.0 Max TC CSI: 0.976 Max BC CSI: 0.578 Max Web CSI: 0.994 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T73 Ply: 1 Qty: 1 SEQN: 262514 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T73 DrwNo: 238.21.1510.14713 CAT / BAF 08/26/2021 42'8"12 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 32'4"11 5'2"1 37'6"11 5'2"1 42'8"12 5'2"1 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 34'11"11 7'9"1 42'8"12 7'9"1 1'4"7 2'6"94'5"111'7"2(a) (b) (c) (a)(a) (c)A B C D E FG H I J KLMNOPQRSTU 7 12 6X8 4X8 5X7 5X5 5X8 4X5 5X5 5X7 5X6 3X7 5X6 3X8 2X3 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 2.50TC: From 63 plf at 2.50 to 63 plf at 42.73BC: From 10 plf at 0.00 to 10 plf at 2.50BC: From 20 plf at 2.50 to 20 plf at 42.73BC: 95 lb Conc. Load at 0.08, 2.08BC: 1296 lb Conc. Load at 2.50 Plating Notes All plates are 3X5 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 31 5.23 8.07TC 39 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 3081 /- /- /- /527 /- K 1854 /- /- /- /277 /- Wind reactions based on MWFRS U Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 472 -3374 B - C 470 -3274 C - D 520 -3601 D - E 467 -3050 Chords Tens. Comp. E - F 357 -2290 F - G 250 - 1695 G - H 318 - 2050 H - I 322 -2147 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2890 - 405 S - R 2792 - 396R - Q 3601 - 520 Q - P 3601 - 520 P - O 2527 - 373 Chords Tens. Comp. O - N 1866 - 277 N - M 1810 - 274M - L 1810 - 274 L - K 1649 - 260 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 411 -2920 A - T 3113 - 432 T - B 55 -614 B - S 405 - 110 C - R 1398 - 214 D - R 232 -1094 Webs Tens. Comp. D - P 175 -1261 P - E 827 -38 E - O 157 -1054 O - F 974 - 59 G - N 603 - 7 I - K 363 - 2308 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.27 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.150 P 999 360 VERT(TL): 0.467 P 999 240 HORZ(LL): 0.047 C - - HORZ(TL): 0.147 C - - Creep Factor: 2.0 Max TC CSI: 0.976 Max BC CSI: 0.578 Max Web CSI: 0.994 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T73 Ply: 1 Qty: 1 SEQN: 262514 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T73 DrwNo: 238.21.1510.14713 CAT / BAF 08/26/2021 42'8"12 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 32'4"11 5'2"1 37'6"11 5'2"1 42'8"12 5'2"1 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 34'11"11 7'9"1 42'8"12 7'9"1 1'4"7 2'6"94'5"111'7"2(a) (b) (c) (a)(a) (c)A B C D E FG H I J KLMNOPQRSTU 7 12 6X8 4X8 5X7 5X5 5X8 4X5 5X5 5X7 5X6 3X7 5X6 3X8 2X3 3X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T73 Ply: 1 Qty: 1 SEQN: 262514 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T73 DrwNo: 238.21.1510.14713 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T73 Ply: 1 Qty: 1 SEQN: 262514 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T73 DrwNo: 238.21.1510.14713 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1778 /- /- /1006 /12 /235 K 1739 /- /- /911 /10 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 2.1 K Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 429 -2405 D - E 444 -2301 E - F 431 -1935 Chords Tens. Comp. F - G 396 - 1466 G - H 423 - 1813 H - I 394 -1937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 2021 - 323 P - O 1918 - 257O - N 1542 - 166 Chords Tens. Comp. N - M 1542 - 166 M - L 1626 - 201L - K 1451 - 213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 320 - 2415 E - O 151 - 608 O - F 647 - 91 Webs Tens. Comp. G - M 521 - 77 I - K 310 - 2116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.107 O 999 360 VERT(TL): 0.319 O 999 240 HORZ(LL): 0.056 K - - HORZ(TL): 0.168 K - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.953 Max Web CSI: 0.694 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T74 Ply: 1 Qty: 1 SEQN: 262766 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T74 DrwNo: 238.21.1510.51873 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 39'8" 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'7"7 5'0"5 34'7"11 5'0"5 39'8" 5'0"5 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'1"9 7'6"7 39'8" 7'6"71'2"8 1'2"15 2'9"1011'7"2(a) (b) (a) (b)(b) (a) A B C D E F G H I J KLMNOPQ 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 5X5 3X7 5X5 3X7 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1778 /- /- /1006 /12 /235 K 1739 /- /- /911 /10 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 2.1 K Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 429 -2405 D - E 444 -2301 E - F 431 -1935 Chords Tens. Comp. F - G 396 - 1466 G - H 423 - 1813 H - I 394 -1937 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 2021 - 323 P - O 1918 - 257O - N 1542 - 166 Chords Tens. Comp. N - M 1542 - 166 M - L 1626 - 201L - K 1451 - 213 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Q - C 320 - 2415 E - O 151 - 608 O - F 647 - 91 Webs Tens. Comp. G - M 521 - 77 I - K 310 - 2116 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.107 O 999 360 VERT(TL): 0.319 O 999 240 HORZ(LL): 0.056 K - - HORZ(TL): 0.168 K - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.953 Max Web CSI: 0.694 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T74 Ply: 1 Qty: 1 SEQN: 262766 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T74 DrwNo: 238.21.1510.51873 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 39'8" 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'7"7 5'0"5 34'7"11 5'0"5 39'8" 5'0"5 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'1"9 7'6"7 39'8" 7'6"71'2"8 1'2"15 2'9"1011'7"2(a) (b) (a) (b)(b) (a) A B C D E F G H I J KLMNOPQ 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 5X5 3X7 5X5 3X7 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /58 /9 /26 Wind reactions based on MWFRS C Brg Width = 27.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.062 Max BC CSI: 0.054 Max Web CSI: 0.021 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T75 Ply: 1 Qty: 2 SEQN: 262642 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T75 DrwNo: 238.21.1510.54527 CAT / BAF 08/26/2021 2'3"8 2'3"8 2'3"8 0"4 2'3"12A B C 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /58 /9 /26 Wind reactions based on MWFRS C Brg Width = 27.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 A - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.062 Max BC CSI: 0.054 Max Web CSI: 0.021 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T75 Ply: 1 Qty: 2 SEQN: 262642 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T75 DrwNo: 238.21.1510.54527 CAT / BAF 08/26/2021 2'3"8 2'3"8 2'3"8 0"4 2'3"12A B C 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 543 /- /- /349 /33 /224 E 318 /- /- /244 /99 /- D 134 /- /- /66 /65 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 80 -518 Webs Tens. Comp. C - F 183 -461 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 G 999 360 VERT(TL): 0.037 F 999 240 HORZ(LL): 0.004 C - - HORZ(TL): 0.017 C - - Creep Factor: 2.0 Max TC CSI: 0.537 Max BC CSI: 0.441 Max Web CSI: 0.401 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T76 Ply: 1 Qty: 2 SEQN: 262533 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T76 DrwNo: 238.21.1510.57583 CAT / BAF 08/26/2021 5'5"13 5'5"13 10'11"10 5'5"13 5'5"13 5'5"13 10'11"10 5'5"131'2"81'2"157'7"12A B C D EFGH 7 12 2X6 3X5 3X5 3X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 543 /- /- /349 /33 /224 E 318 /- /- /244 /99 /- D 134 /- /- /66 /65 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -494 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 80 -518 Webs Tens. Comp. C - F 183 -461 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 G 999 360 VERT(TL): 0.037 F 999 240 HORZ(LL): 0.004 C - - HORZ(TL): 0.017 C - - Creep Factor: 2.0 Max TC CSI: 0.537 Max BC CSI: 0.441 Max Web CSI: 0.401 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T76 Ply: 1 Qty: 2 SEQN: 262533 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T76 DrwNo: 238.21.1510.57583 CAT / BAF 08/26/2021 5'5"13 5'5"13 10'11"10 5'5"13 5'5"13 5'5"13 10'11"10 5'5"131'2"81'2"157'7"12A B C D EFGH 7 12 2X6 3X5 3X5 3X5 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 402 /- /- /259 /21 /155 E 212 /- /- /165 /69 /- D95 /- /- /48 /44 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 76 -385 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.016 F 999 240 HORZ(LL): 0.002 C - - HORZ(TL): 0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.205 Max BC CSI: 0.221 Max Web CSI: 0.132 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T77 Ply: 1 Qty: 2 SEQN: 262538 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T77 DrwNo: 238.21.1510.59940 CAT / BAF 08/26/2021 3'9"4 3'9"4 7'6"8 3'9"4 3'9"4 3'9"4 7'6"8 3'9"41'2"81'2"155'7"12A B C D EFGH 7 12 2X6 3X5 3X5 3X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL H 402 /- /- /259 /21 /155 E 212 /- /- /165 /69 /- D95 /- /- /48 /44 /- Wind reactions based on MWFRS H Brg Width = 3.5 Min Req = 1.5 E Brg Width = 1.5 Min Req = - D Brg Width = 1.5 Min Req = - Bearing H is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. H - B 76 -385 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 G 999 360 VERT(TL): 0.016 F 999 240 HORZ(LL): 0.002 C - - HORZ(TL): 0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.205 Max BC CSI: 0.221 Max Web CSI: 0.132 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T77 Ply: 1 Qty: 2 SEQN: 262538 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T77 DrwNo: 238.21.1510.59940 CAT / BAF 08/26/2021 3'9"4 3'9"4 7'6"8 3'9"4 3'9"4 3'9"4 7'6"8 3'9"41'2"81'2"155'7"12A B C D EFGH 7 12 2X6 3X5 3X5 3X5 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 265 /- /- /171 /11 /91 D84 /- /- /61 /14 /- C 113 /- /- /52 /51 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.013 E 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.174 Max Web CSI: 0.062 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T78 Ply: 1 Qty: 2 SEQN: 262541 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T78 DrwNo: 238.21.1511.10367 CAT / BAF 08/26/2021 3'9"14 3'9"14 4'1"6 3"81'2"81'2"153'7"12A B C DEF 7 12 3X5 2X6 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 265 /- /- /171 /11 /91 D84 /- /- /61 /14 /- C 113 /- /- /52 /51 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.013 E 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.261 Max BC CSI: 0.174 Max Web CSI: 0.062 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T78 Ply: 1 Qty: 2 SEQN: 262541 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T78 DrwNo: 238.21.1511.10367 CAT / BAF 08/26/2021 3'9"14 3'9"14 4'1"6 3"81'2"81'2"153'7"12A B C DEF 7 12 3X5 2X6 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 281 /- /- /277 /9 /127 E 429 /- /- /390 /160 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 - 387 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - F 22 -477 B - E 385 - 138 Webs Tens. Comp. C - E 412 -376 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 360 VERT(TL): 0.008 C 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.283 Max Web CSI: 0.327 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T79 Ply: 1 Qty: 2 SEQN: 263067 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T79 DrwNo: 238.21.1511.14363 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 2'4"83'9"148'10"611'2"14(a) A B C D EF 12 12 3X5 2X3 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 281 /- /- /277 /9 /127 E 429 /- /- /390 /160 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 142 - 387 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - F 22 -477 B - E 385 - 138 Webs Tens. Comp. C - E 412 -376 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 C 999 360 VERT(TL): 0.008 C 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.506 Max BC CSI: 0.283 Max Web CSI: 0.327 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T79 Ply: 1 Qty: 2 SEQN: 263067 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T79 DrwNo: 238.21.1511.14363 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 2'4"83'9"148'10"611'2"14(a) A B C D EF 12 12 3X5 2X3 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1706 /- /- /943 /10 /224 J 1741 /- /- /911 /13 /- Wind reactions based on MWFRS P Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 447 -2413 C - D 466 -2332 D - E 443 -1938 Chords Tens. Comp. E - F 405 -1456 F - G 432 - 1817 G - H 404 - 1939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2031 - 339 O - N 1921 - 266 N - M 1532 - 170 Chords Tens. Comp. M - L 1532 - 170 L - K 1628 - 210 K - J 1452 - 220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 351 -2418D - N 159 -630 N - E 664 -98 Webs Tens. Comp. F - L 541 - 84H - J 320 -2117 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.108 N 999 360 VERT(TL): 0.321 N 999 240 HORZ(LL): 0.056 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.954 Max Web CSI: 0.719 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T80 Ply: 1 Qty: 1 SEQN: 262771 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T80 DrwNo: 238.21.1511.35660 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 39'8" 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'7"7 5'0"5 34'7"11 5'0"5 39'8" 5'0"5 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'1"9 7'6"7 39'8" 7'6"7 1'2"15 2'9"1011'7"2(a) (b) (a) (b)(b) (a) A B C D EF G H I JKLMNOP 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 5X6 3X7 5X5 3X7 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 1706 /- /- /943 /10 /224 J 1741 /- /- /911 /13 /- Wind reactions based on MWFRS P Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 447 -2413 C - D 466 -2332 D - E 443 -1938 Chords Tens. Comp. E - F 405 -1456 F - G 432 - 1817 G - H 404 - 1939 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. P - O 2031 - 339 O - N 1921 - 266 N - M 1532 - 170 Chords Tens. Comp. M - L 1532 - 170 L - K 1628 - 210 K - J 1452 - 220 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. P - B 351 -2418D - N 159 -630 N - E 664 -98 Webs Tens. Comp. F - L 541 - 84H - J 320 -2117 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.108 N 999 360 VERT(TL): 0.321 N 999 240 HORZ(LL): 0.056 J - - HORZ(TL): 0.168 J - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.954 Max Web CSI: 0.719 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T80 Ply: 1 Qty: 1 SEQN: 262771 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T80 DrwNo: 238.21.1511.35660 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 39'8" 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'7"7 5'0"5 34'7"11 5'0"5 39'8" 5'0"5 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'1"9 7'6"7 39'8" 7'6"7 1'2"15 2'9"1011'7"2(a) (b) (a) (b)(b) (a) A B C D EF G H I JKLMNOP 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 5X6 3X7 5X5 3X7 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 291 /- /- /175 /- /167 D87 /- /- /83 /51 /- C 130 /- /- /86 /93 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.016 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.331 Max BC CSI: 0.203 Max Web CSI: 0.073 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T81 Ply: 1 Qty: 2 SEQN: 262556 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T81 DrwNo: 238.21.1511.41270 CAT / BAF 08/26/2021 4' 4' 4'3"8 3"81'2"81'9"106'1"2A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 291 /- /- /175 /- /167 D87 /- /- /83 /51 /- C 130 /- /- /86 /93 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.016 E 999 240 HORZ(LL): -0.003 C - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.331 Max BC CSI: 0.203 Max Web CSI: 0.073 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T81 Ply: 1 Qty: 2 SEQN: 262556 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T81 DrwNo: 238.21.1511.41270 CAT / BAF 08/26/2021 4' 4' 4'3"8 3"81'2"81'9"106'1"2A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 245 /- /- /143 /- /128 D63 /- /- /71 /55 /- C88 /- /- /55 /62 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.152 Max BC CSI: 0.097 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T82 Ply: 1 Qty: 2 SEQN: 262553 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T82 DrwNo: 238.21.1511.43857 CAT / BAF 08/26/2021 2'10" 2'10" 3'1"8 3"81'2"81'9"104'11"2A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 245 /- /- /143 /- /128 D63 /- /- /71 /55 /- C88 /- /- /55 /62 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.152 Max BC CSI: 0.097 Max Web CSI: 0.070 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T82 Ply: 1 Qty: 2 SEQN: 262553 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T82 DrwNo: 238.21.1511.43857 CAT / BAF 08/26/2021 2'10" 2'10" 3'1"8 3"81'2"81'9"104'11"2A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 203 /- /- /114 /- /91 D38 /- /- /63 /62 /- C41 /- /- /29 /32 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.044 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T83 Ply: 1 Qty: 2 SEQN: 262550 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T83 DrwNo: 238.21.1511.46597 CAT / BAF 08/26/2021 1'8" 1'8" 1'11"8 3"81'2"81'9"103'9"2A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 203 /- /- /114 /- /91 D38 /- /- /63 /62 /- C41 /- /- /29 /32 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.42 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.044 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T83 Ply: 1 Qty: 2 SEQN: 262550 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T83 DrwNo: 238.21.1511.46597 CAT / BAF 08/26/2021 1'8" 1'8" 1'11"8 3"81'2"81'9"103'9"2A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 192 /- /- /210 /95 /- D 16 /- /- /10 /- /- C - /-41 /- /70 /99 /55 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.006 Max Web CSI: 0.071 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T84 Ply: 1 Qty: 2 SEQN: 262547 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T84 DrwNo: 238.21.1511.49053 CAT / BAF 08/26/2021 9"8 9"81'2"81'9"102'7"2A B C DE 12 12 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 192 /- /- /210 /95 /- D 16 /- /- /10 /- /- C - /-41 /- /70 /99 /55 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.83 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.006 Max Web CSI: 0.071 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T84 Ply: 1 Qty: 2 SEQN: 262547 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T84 DrwNo: 238.21.1511.49053 CAT / BAF 08/26/2021 9"8 9"81'2"81'9"102'7"2A B C DE 12 12 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W4,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 15.52 18.35TC 27 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1860 /- /- /1007 /22 /221 K 1844 /- /- /975 /15 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 561 -3262 B - C 558 -2941 C - D 645 -2907 D - E 486 -1879 Chords Tens. Comp. E - F 574 -2212 F - G 453 - 1580 G - H 483 - 1962 H - I 448 -2070 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2752 - 460 R - P 2754 - 461O - N 1687 - 233 Chords Tens. Comp. N - M 1687 - 233 M - L 1744 - 254L - K 1547 - 251 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 133 -425 P - D 1216 - 232 P - O 1835 - 270 E - O 310 -1168 Webs Tens. Comp. O - F 1082 - 234 G - M 597 - 104 I - K 366 - 2256 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.172 E 999 360 VERT(TL): 0.506 E 999 240 HORZ(LL): 0.071 K - - HORZ(TL): 0.209 K - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.877 Max Web CSI: 0.760 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T85 Ply: 1 Qty: 1 SEQN: 262797 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T85 DrwNo: 238.21.1512.03783 CAT / BAF 08/26/2021 W1 W2 W3 W4 W13 W14 W15 42'3"8 5'5"15 5'5"15 10'10" 5'4"1 15'6"3 4'8"3 18'4"3 2'10" 20'4"6 2'0"3 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 18'4"3 7'6"3 27'2"10 8'10"7 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"1010'5"111'7"2(a)(b) (b) (c)(c) (b)A B C D E FG H I J KLMNO PQR 7 12 5X5(A2)2X3 3X5 2X3 6X82X6 5X5 5X6 H1019 5X7 3X7 5X6 3X7 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W4,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 15.52 18.35TC 27 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1860 /- /- /1007 /22 /221 K 1844 /- /- /975 /15 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 561 -3262 B - C 558 -2941 C - D 645 -2907 D - E 486 -1879 Chords Tens. Comp. E - F 574 -2212 F - G 453 - 1580 G - H 483 - 1962 H - I 448 -2070 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - R 2752 - 460 R - P 2754 - 461O - N 1687 - 233 Chords Tens. Comp. N - M 1687 - 233 M - L 1744 - 254L - K 1547 - 251 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - P 133 -425 P - D 1216 - 232 P - O 1835 - 270 E - O 310 -1168 Webs Tens. Comp. O - F 1082 - 234 G - M 597 - 104 I - K 366 - 2256 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.172 E 999 360 VERT(TL): 0.506 E 999 240 HORZ(LL): 0.071 K - - HORZ(TL): 0.209 K - - Creep Factor: 2.0 Max TC CSI: 0.995 Max BC CSI: 0.877 Max Web CSI: 0.760 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T85 Ply: 1 Qty: 1 SEQN: 262797 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T85 DrwNo: 238.21.1512.03783 CAT / BAF 08/26/2021 W1 W2 W3 W4 W13 W14 W15 42'3"8 5'5"15 5'5"15 10'10" 5'4"1 15'6"3 4'8"3 18'4"3 2'10" 20'4"6 2'0"3 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 18'4"3 7'6"3 27'2"10 8'10"7 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"1010'5"111'7"2(a)(b) (b) (c)(c) (b)A B C D E FG H I J KLMNO PQR 7 12 5X5(A2)2X3 3X5 2X3 6X82X6 5X5 5X6 H1019 5X7 3X7 5X6 3X7 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T85 Ply: 1 Qty: 1 SEQN: 262797 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T85 DrwNo: 238.21.1512.03783 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T85 Ply: 1 Qty: 1 SEQN: 262797 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T85 DrwNo: 238.21.1512.03783 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /1 /12 Wind reactions based on MWFRS C Brg Width = 96.0 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.017 A 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.012 C - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.194 Max Web CSI: 0.111 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T86 Ply: 1 Qty: 1 SEQN: 262929 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T86 DrwNo: 238.21.1512.17633 CAT / BAF 08/26/2021 8' 4' 4' 8' 4' 4' 4' 8' 4' 0"44'0"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /1 /12 Wind reactions based on MWFRS C Brg Width = 96.0 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 31.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.017 A 999 240 HORZ(LL): -0.004 C - - HORZ(TL): -0.012 C - - Creep Factor: 2.0 Max TC CSI: 0.246 Max BC CSI: 0.194 Max Web CSI: 0.111 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T86 Ply: 1 Qty: 1 SEQN: 262929 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T86 DrwNo: 238.21.1512.17633 CAT / BAF 08/26/2021 8' 4' 4' 8' 4' 4' 4' 8' 4' 0"44'0"4A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 226 /- /- /130 /- /112 D 95 /- /- /107 /107 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.070 Max Web CSI: 0.057 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T87 Ply: 1 Qty: 4 SEQN: 262502 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T87 DrwNo: 238.21.1512.23043 CAT / BAF 08/26/2021 2'7"7 2'7"7 2'7"71'2"81'9"104'5"1A B C DE 12 12 3X5 2X3 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 226 /- /- /130 /- /112 D 95 /- /- /107 /107 /- Wind reactions based on MWFRS E Brg Width = 5.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.001 B 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.070 Max Web CSI: 0.057 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T87 Ply: 1 Qty: 4 SEQN: 262502 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T87 DrwNo: 238.21.1512.23043 CAT / BAF 08/26/2021 2'7"7 2'7"7 2'7"71'2"81'9"104'5"1A B C DE 12 12 3X5 2X3 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1; B2 2x4 SP #2;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 5.19BC: From 0 plf at -1.89 to 5 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 5.19TC: 95 lb Conc. Load at 2.99BC: 82 lb Conc. Load at 2.99 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 319 /- /- /- /104 /- F 177 /- /- /- /103 /- Wind reactions based on MWFRS J Brg Width = 7.8 Min Req = 1.5 F Brg Width = - Min Req = - Bearing J is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.002 H 999 360 VERT(TL): 0.006 H 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.224 Max BC CSI: 0.077 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T88 Ply: 1 Qty: 4 SEQN: 262815 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T88 DrwNo: 238.21.1512.26947 CAT / BAF 08/26/2021 B2 5'2"4 4'0"13 4'0"13 5'0"2 11"5 5'2"4 2"2 4'0"13 4'0"13 5'0"2 11"5 5'2"4 2"2 1'9"21'9"21'4'5"25'5"2A B C DE FG HIJ 8.49 12 3X5 3X5 5X62X6 3X5 2X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1; B2 2x4 SP #2;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 5.19BC: From 0 plf at -1.89 to 5 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 5.19TC: 95 lb Conc. Load at 2.99BC: 82 lb Conc. Load at 2.99 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 319 /- /- /- /104 /- F 177 /- /- /- /103 /- Wind reactions based on MWFRS J Brg Width = 7.8 Min Req = 1.5 F Brg Width = - Min Req = - Bearing J is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.002 H 999 360 VERT(TL): 0.006 H 999 240 HORZ(LL): -0.001 C - - HORZ(TL): 0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.224 Max BC CSI: 0.077 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T88 Ply: 1 Qty: 4 SEQN: 262815 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T88 DrwNo: 238.21.1512.26947 CAT / BAF 08/26/2021 B2 5'2"4 4'0"13 4'0"13 5'0"2 11"5 5'2"4 2"2 4'0"13 4'0"13 5'0"2 11"5 5'2"4 2"2 1'9"21'9"21'4'5"25'5"2A B C DE FG HIJ 8.49 12 3X5 3X5 5X62X6 3X5 2X3 4X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 2.50TC: From 63 plf at 2.50 to 63 plf at 42.29BC: From 10 plf at 0.00 to 10 plf at 2.50BC: From 20 plf at 2.50 to 20 plf at 42.29BC: 95 lb Conc. Load at 0.08, 2.08BC: 1107 lb Conc. Load at 2.50 Plating Notes All plates are 3X5 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 32 5.23 8.07TC 40 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 2884 /- /- /- /481 /- K 1826 /- /- /- /274 /- Wind reactions based on MWFRS U Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 419 -3148 B - C 438 -3119 C - D 494 -3468 D - E 453 -2960 Chords Tens. Comp. E - F 348 -2224 F - G 242 - 1633 G - H 308 - 1975 H - I 306 -2024 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2703 - 362 S - R 2661 - 368R - Q 3468 - 494 Q - P 3468 - 494 P - O 2451 - 361 Chords Tens. Comp. O - N 1810 - 269 N - M 1720 - 262M - L 1720 - 262 L - K 1529 - 242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 366 -2725 A - T 2903 - 383 T - B 56 -607 B - S 399 -37 C - R 1392 - 217 D - R 234 -1087 Webs Tens. Comp. D - P 159 -1194 P - E 789 -29 E - O 151 -1022 O - F 949 - 53 G - N 570 - 3 I - K 350 - 2213 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.143 P 999 360 VERT(TL): 0.445 P 999 240 HORZ(LL): 0.045 C - - HORZ(TL): 0.140 C - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.531 Max Web CSI: 0.964 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T89 Ply: 1 Qty: 1 SEQN: 262778 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T89 DrwNo: 238.21.1512.34437 CAT / BAF 08/26/2021 42'3"8 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 34'9"1 7'6"7 42'3"8 7'6"7 1'4"7 2'9"104'5"111'7"2(a) (b) (c) (a)(a) (c) A B C D E FG H I J KLMNOPQRSTU 7 12 6X8 4X8 5X7 5X5 5X8 4X5 5X5 5X7 5X5 3X75X6 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 2.50TC: From 63 plf at 2.50 to 63 plf at 42.29BC: From 10 plf at 0.00 to 10 plf at 2.50BC: From 20 plf at 2.50 to 20 plf at 42.29BC: 95 lb Conc. Load at 0.08, 2.08BC: 1107 lb Conc. Load at 2.50 Plating Notes All plates are 3X5 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 32 5.23 8.07TC 40 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 2884 /- /- /- /481 /- K 1826 /- /- /- /274 /- Wind reactions based on MWFRS U Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 419 -3148 B - C 438 -3119 C - D 494 -3468 D - E 453 -2960 Chords Tens. Comp. E - F 348 -2224 F - G 242 - 1633 G - H 308 - 1975 H - I 306 -2024 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2703 - 362 S - R 2661 - 368R - Q 3468 - 494 Q - P 3468 - 494 P - O 2451 - 361 Chords Tens. Comp. O - N 1810 - 269 N - M 1720 - 262M - L 1720 - 262 L - K 1529 - 242 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - U 366 -2725 A - T 2903 - 383 T - B 56 -607 B - S 399 -37 C - R 1392 - 217 D - R 234 -1087 Webs Tens. Comp. D - P 159 -1194 P - E 789 -29 E - O 151 -1022 O - F 949 - 53 G - N 570 - 3 I - K 350 - 2213 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.143 P 999 360 VERT(TL): 0.445 P 999 240 HORZ(LL): 0.045 C - - HORZ(TL): 0.140 C - - Creep Factor: 2.0 Max TC CSI: 0.979 Max BC CSI: 0.531 Max Web CSI: 0.964 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T89 Ply: 1 Qty: 1 SEQN: 262778 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T89 DrwNo: 238.21.1512.34437 CAT / BAF 08/26/2021 42'3"8 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 2'6" 2'6" 5'2"13 2'8"13 8'0"13 2'10" 14'2"9 6'1"13 20'4"6 6'1"13 27'2"10 6'10"5 34'9"1 7'6"7 42'3"8 7'6"7 1'4"7 2'9"104'5"111'7"2(a) (b) (c) (a)(a) (c) A B C D E FG H I J KLMNOPQRSTU 7 12 6X8 4X8 5X7 5X5 5X8 4X5 5X5 5X7 5X5 3X75X6 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T89 Ply: 1 Qty: 1 SEQN: 262778 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T89 DrwNo: 238.21.1512.34437 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T89 Ply: 1 Qty: 1 SEQN: 262778 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T89 DrwNo: 238.21.1512.34437 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at -1.21 to 63 plf at 14.31TC: From 32 plf at 14.31 to 32 plf at 39.67BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 14.34BC: From 10 plf at 14.34 to 10 plf at 39.67BC: 1979 lb Conc. Load at 14.34BC: 337 lb Conc. Load at 16.37,18.37BC: 327 lb Conc. Load at 20.37,22.37,24.37,26.3728.08,30.08,32.08,34.08,36.08,38.08 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 56 14.31 28.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 3902 /- /- /- /1202 /- I 4351 /- /- /- /1418 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req = 2.3 I Brg Width = - Min Req = - Bearing P is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 939 -2954 C - D 1014 - 3017 D - E 882 -2621 Chords Tens. Comp. E - F 882 -2621 F - G 825 - 2454 G - H 764 - 2293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2515 - 801 N - M 2522 - 846M - L 2522 - 846 Chords Tens. Comp. L - K 2093 - 703 K - J 1974 - 658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 605 -1892 B - O 2331 - 743 N - D 1198 - 395 L - F 881 - 299 Webs Tens. Comp. F - K 423 - 138 J - H 2118 - 705 H - I 671 -2012 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.121 N 999 360 VERT(TL): 0.367 N 999 240 HORZ(LL): 0.030 C - - HORZ(TL): 0.093 C - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.670 Max Web CSI: 0.572 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T90 Ply: 2 Qty: 1 SEQN: 262760 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T90 DrwNo: 238.21.1512.44573 CAT / BAF 08/26/2021 2 Complete Trusses Required T1 W1 39'8" 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 33'10"2 5'9"14 39'8" 5'9"14 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 33'10"2 5'9"14 39'8" 5'9"141'2"8 1'2"15 2'9"109'7"2A B C D EF G H IJKLMNOP 7 12 4X7 3X10 5X6 3X5 4X7 5X5 5X6 2X3 4X7 5X5 3X5 3X5 3X8 5X5 3X10 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 8.75" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at -1.21 to 63 plf at 14.31TC: From 32 plf at 14.31 to 32 plf at 39.67BC: From 5 plf at -1.21 to 5 plf at 0.00 BC: From 20 plf at 0.00 to 20 plf at 14.34BC: From 10 plf at 14.34 to 10 plf at 39.67BC: 1979 lb Conc. Load at 14.34BC: 337 lb Conc. Load at 16.37,18.37BC: 327 lb Conc. Load at 20.37,22.37,24.37,26.3728.08,30.08,32.08,34.08,36.08,38.08 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 56 14.31 28.02Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 3902 /- /- /- /1202 /- I 4351 /- /- /- /1418 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req = 2.3 I Brg Width = - Min Req = - Bearing P is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 939 -2954 C - D 1014 - 3017 D - E 882 -2621 Chords Tens. Comp. E - F 882 -2621 F - G 825 - 2454 G - H 764 - 2293 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2515 - 801 N - M 2522 - 846M - L 2522 - 846 Chords Tens. Comp. L - K 2093 - 703 K - J 1974 - 658 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - P 605 -1892 B - O 2331 - 743 N - D 1198 - 395 L - F 881 - 299 Webs Tens. Comp. F - K 423 - 138 J - H 2118 - 705 H - I 671 -2012 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.121 N 999 360 VERT(TL): 0.367 N 999 240 HORZ(LL): 0.030 C - - HORZ(TL): 0.093 C - - Creep Factor: 2.0 Max TC CSI: 0.974 Max BC CSI: 0.670 Max Web CSI: 0.572 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T90 Ply: 2 Qty: 1 SEQN: 262760 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T90 DrwNo: 238.21.1512.44573 CAT / BAF 08/26/2021 2 Complete Trusses Required T1 W1 39'8" 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 33'10"2 5'9"14 39'8" 5'9"14 7'1"14 7'1"14 14'3"11 7'1"14 21'2" 6'10"5 28'0"5 6'10"5 33'10"2 5'9"14 39'8" 5'9"141'2"8 1'2"15 2'9"109'7"2A B C D EF G H IJKLMNOP 7 12 4X7 3X10 5X6 3X5 4X7 5X5 5X6 2X3 4X7 5X5 3X5 3X5 3X8 5X5 3X10 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 12.09 14.92TC 45 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1959 /- /- /1004 /8 /221 J 1868 /- /- /973 /15 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 582 -3407 B - C 569 -2886 C - D 531 -2355 D - E 533 -2181 Chords Tens. Comp. E - F 460 -1609 F - G 490 - 1998 G - H 451 - 2101 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2870 - 493 T - R 2869 - 494R - P 2837 - 485 O - N 2269 - 375 Chords Tens. Comp. N - M 1745 - 243 M - L 1745 - 243L - K 1773 - 260 K - J 1570 - 254 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - P 130 - 554 P - C 1006 - 189 P - O 2370 - 387 D - O 141 -727 D - N 244 -927 Webs Tens. Comp. N - E 903 -177 E - L 99 -383 F - L 630 - 111 H - J 369 -2290 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 999 360 VERT(TL): 0.489 D 999 240 HORZ(LL): 0.078 J - - HORZ(TL): 0.221 J - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.789 Max Web CSI: 0.981 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T91 Ply: 1 Qty: 1 SEQN: 262789 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T91 DrwNo: 238.21.1512.53323 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 42'3"8 5'5"15 5'5"15 12'1"1 6'7"2 14'11"1 2'10" 20'4"6 5'5"5 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 11'9"9 11"9 14'11"1 3'1"8 20'4"6 5'5"5 27'2"10 6'10"4 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"108'5"111'7"2(a) (b) (c) (a)(a) (c)A B C D EF G H I JKLMNO P Q RST 7 12 5X5(A2) 3X5 2X65X7 5X6 5X8 5X10 3X5 5X7 3X7 5X6 3X7 3X5 3X5 3X8 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (c) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 12.09 14.92TC 45 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1959 /- /- /1004 /8 /221 J 1868 /- /- /973 /15 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 582 -3407 B - C 569 -2886 C - D 531 -2355 D - E 533 -2181 Chords Tens. Comp. E - F 460 -1609 F - G 490 - 1998 G - H 451 - 2101 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2870 - 493 T - R 2869 - 494R - P 2837 - 485 O - N 2269 - 375 Chords Tens. Comp. N - M 1745 - 243 M - L 1745 - 243L - K 1773 - 260 K - J 1570 - 254 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - P 130 - 554 P - C 1006 - 189 P - O 2370 - 387 D - O 141 -727 D - N 244 -927 Webs Tens. Comp. N - E 903 -177 E - L 99 -383 F - L 630 - 111 H - J 369 -2290 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 D 999 360 VERT(TL): 0.489 D 999 240 HORZ(LL): 0.078 J - - HORZ(TL): 0.221 J - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.789 Max Web CSI: 0.981 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T91 Ply: 1 Qty: 1 SEQN: 262789 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T91 DrwNo: 238.21.1512.53323 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 42'3"8 5'5"15 5'5"15 12'1"1 6'7"2 14'11"1 2'10" 20'4"6 5'5"5 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 5'5"15 5'5"15 10'10" 5'4"1 11'9"9 11"9 14'11"1 3'1"8 20'4"6 5'5"5 27'2"10 6'10"4 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"108'5"111'7"2(a) (b) (c) (a)(a) (c)A B C D EF G H I JKLMNO P Q RST 7 12 5X5(A2) 3X5 2X65X7 5X6 5X8 5X10 3X5 5X7 3X7 5X6 3X7 3X5 3X5 3X8 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T91 Ply: 1 Qty: 1 SEQN: 262789 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T91 DrwNo: 238.21.1512.53323 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T91 Ply: 1 Qty: 1 SEQN: 262789 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T91 DrwNo: 238.21.1512.53323 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; T2,T4 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2; B2,B3 2x8 SP 2400f-2.0E;Webs: 2x4 SP #2; W1,W25 2x6 SP #1; W2,W3,W4,W22,W23,W24 2x4 SP SS Dense; W10,W12,W14,W16 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 1.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 28.92 BC: From 20 plf at 0.46 to 20 plf at 28.46BC: 1905 lb Conc. Load at 1.24BC: 1825 lb Conc. Load at 3.24, 5.24,13.24BC: 1844 lb Conc. Load at 7.24BC: 1868 lb Conc. Load at 9.24BC: 1883 lb Conc. Load at 11.24BC: 1741 lb Conc. Load at 14.40BC: 1739 lb Conc. Load at 16.40BC: 4351 lb Conc. Load at 18.33BC: 3133 lb Conc. Load at 26.06BC: 1114 lb Conc. Load at 28.23 Plating Notes All plates are 2X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 0.00 2.86 TC 26 7.59 21.32TC 34 26.05 28.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AF 14582 /- /- /- /950 /- O 13007 /- /- /- /1213 /- Wind reactions based on MWFRS AF Brg Width = 3.5 Min Req = 2.7 O Brg Width = 3.5 Min Req = 2.4 Bearings AF & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 398 -5927 C - D 780-10483 D - E 720 -9058 E - F 681 -7733 F - G 879 - 8392 Chords Tens. Comp. G - H 879 - 8392 H - I 959 -7490 I - J 996 - 7975 J - K 1048 - 8909 K - L 506 -5210 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AC 6224 - 421 AD-AC 105 -1816 AC-AB 5116 - 345 AB-AA 10055 - 698 AA- Z 10053 - 692 Z - Y 7434 - 552 Y - X 6360 - 508 X - W 7783 - 696 W - V 7783 - 696 Chords Tens. Comp. V - U 7557 - 954 U - T 5650 - 703 T - S 6351 - 745 S - R 8920 - 891 R - Q 8875 - 902 Q - P 4499 - 439 P - O 138 -1694 P - N 5463 - 535 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AE-AD 398 -5804 AE- B 442 -6535 B -AB 4201 - 270 AB- C 503 -6905 C - Z 164 -3004 Z - D 2568 - 84D - Y 81 -1885 Y - E 3177 - 86 E - X 3239 - 407 X - F 329 - 1030 F - V 1161 - 348 V - H 1591 0 Webs Tens. Comp. H - U 0 -1387 U - I 4341 - 602 I - T 1436 - 105 T - J 75 -1293 J - S 1676 - 72 S - K 171 -2981R - K 441 -42 K - Q 662 -6128 Q - L 3684 - 348 L - N 562 - 5750 O - N 503 - 5068 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.200 G 999 360 VERT(TL): 0.606 G 554 240 HORZ(LL): 0.182 O - - HORZ(TL): 0.552 O - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.780 Max Web CSI: 0.780 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T92 Ply: 2 Qty: 1 SEQN: 262874 COMN FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T92 DrwNo: 238.21.1513.04250 CAT / BAF 08/26/2021 2 Complete Trusses Required T2 T4 B2 B3W1 W2 W3 W4 W10 W12 W14 W16 W22W23 W24 W25 28'11" 1'7"15 1'7"15 2'10"6 1'2"7 5'2"12 2'4"6 7'7"2 2'4"6 10'7" 2'11"14 14'5"8 3'10"8 18'4" 3'10"8 21'3"14 2'11"14 23'8"4 2'4"6 26'0"10 2'4"6 27'3"1 1'2"7 28'11" 1'7"15 5"8 5"8 1'7"15 1'2"7 2'10"6 1'2"7 5'2"12 2'4"6 7'7"2 2'4"6 10'7" 2'11"14 14'5"8 3'10"8 18'4" 3'10"8 21'3"14 2'11"14 23'8"4 2'4"6 26'0"10 2'4"6 26'11"9 10"15 28'5"8 1'5"15 28'11" 5"83'7"151'5"158'2"112"8'4"11ABC D E FGHI J KL M N O PQRSTUVWXYZAAABAC AD AE AF 12 12 12 12 8X14 4X7 H1010 H1010 SS1017 3X3 5X7 4X10 7X8 8X10 4X14 4X5 H0610 8X10 4X5 4X14 8X10 7X8 4X10 5X7 3X3 SS1017(SRS) H1010 H1010 4X7 8X14 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; T2,T4 2x6 SP 2400f-2.0E;Bot chord: 2x4 SP #2; B2,B3 2x8 SP 2400f-2.0E;Webs: 2x4 SP #2; W1,W25 2x6 SP #1; W2,W3,W4,W22,W23,W24 2x4 SP SS Dense; W10,W12,W14,W16 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 1.50" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 28.92 BC: From 20 plf at 0.46 to 20 plf at 28.46BC: 1905 lb Conc. Load at 1.24BC: 1825 lb Conc. Load at 3.24, 5.24,13.24BC: 1844 lb Conc. Load at 7.24BC: 1868 lb Conc. Load at 9.24BC: 1883 lb Conc. Load at 11.24BC: 1741 lb Conc. Load at 14.40BC: 1739 lb Conc. Load at 16.40BC: 4351 lb Conc. Load at 18.33BC: 3133 lb Conc. Load at 26.06BC: 1114 lb Conc. Load at 28.23 Plating Notes All plates are 2X3 except as noted. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 0.00 2.86 TC 26 7.59 21.32TC 34 26.05 28.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL AF 14582 /- /- /- /950 /- O 13007 /- /- /- /1213 /- Wind reactions based on MWFRS AF Brg Width = 3.5 Min Req = 2.7 O Brg Width = 3.5 Min Req = 2.4 Bearings AF & O are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 398 -5927 C - D 780-10483 D - E 720 -9058 E - F 681 -7733 F - G 879 - 8392 Chords Tens. Comp. G - H 879 - 8392 H - I 959 -7490 I - J 996 - 7975 J - K 1048 - 8909 K - L 506 -5210 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. AE-AC 6224 - 421 AD-AC 105 -1816 AC-AB 5116 - 345 AB-AA 10055 - 698 AA- Z 10053 - 692 Z - Y 7434 - 552 Y - X 6360 - 508 X - W 7783 - 696 W - V 7783 - 696 Chords Tens. Comp. V - U 7557 - 954 U - T 5650 - 703 T - S 6351 - 745 S - R 8920 - 891 R - Q 8875 - 902 Q - P 4499 - 439 P - O 138 -1694 P - N 5463 - 535 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AE-AD 398 -5804 AE- B 442 -6535 B -AB 4201 - 270 AB- C 503 -6905 C - Z 164 -3004 Z - D 2568 - 84D - Y 81 -1885 Y - E 3177 - 86 E - X 3239 - 407 X - F 329 - 1030 F - V 1161 - 348 V - H 1591 0 Webs Tens. Comp. H - U 0 -1387 U - I 4341 - 602 I - T 1436 - 105 T - J 75 -1293 J - S 1676 - 72 S - K 171 -2981R - K 441 -42 K - Q 662 -6128 Q - L 3684 - 348 L - N 562 - 5750 O - N 503 - 5068 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.200 G 999 360 VERT(TL): 0.606 G 554 240 HORZ(LL): 0.182 O - - HORZ(TL): 0.552 O - - Creep Factor: 2.0 Max TC CSI: 0.958 Max BC CSI: 0.780 Max Web CSI: 0.780 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T92 Ply: 2 Qty: 1 SEQN: 262874 COMN FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T92 DrwNo: 238.21.1513.04250 CAT / BAF 08/26/2021 2 Complete Trusses Required T2 T4 B2 B3W1 W2 W3 W4 W10 W12 W14 W16 W22W23 W24 W25 28'11" 1'7"15 1'7"15 2'10"6 1'2"7 5'2"12 2'4"6 7'7"2 2'4"6 10'7" 2'11"14 14'5"8 3'10"8 18'4" 3'10"8 21'3"14 2'11"14 23'8"4 2'4"6 26'0"10 2'4"6 27'3"1 1'2"7 28'11" 1'7"15 5"8 5"8 1'7"15 1'2"7 2'10"6 1'2"7 5'2"12 2'4"6 7'7"2 2'4"6 10'7" 2'11"14 14'5"8 3'10"8 18'4" 3'10"8 21'3"14 2'11"14 23'8"4 2'4"6 26'0"10 2'4"6 26'11"9 10"15 28'5"8 1'5"15 28'11" 5"83'7"151'5"158'2"112"8'4"11ABC D E FGHI J KL M N O PQRSTUVWXYZAAABAC AD AE AF 12 12 12 12 8X14 4X7 H1010 H1010 SS1017 3X3 5X7 4X10 7X8 8X10 4X14 4X5 H0610 8X10 4X5 4X14 8X10 7X8 4X10 5X7 3X3 SS1017(SRS) H1010 H1010 4X7 8X14 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.20" DL: 0.40". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes Shim all supports to solid bearing. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T92 Ply: 2 Qty: 1 SEQN: 262874 COMN FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T92 DrwNo: 238.21.1513.04250 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.20" DL: 0.40". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes Shim all supports to solid bearing. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T92 Ply: 2 Qty: 1 SEQN: 262874 COMN FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T92 DrwNo: 238.21.1513.04250 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 241 /- /- /197 /- /172 C 113 /- /- /90 /41 /- B 177 /- /- /121 /130 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 D 999 360 VERT(TL): 0.031 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.010 A - - Creep Factor: 2.0 Max TC CSI: 0.636 Max BC CSI: 0.340 Max Web CSI: 0.216 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T93 Ply: 1 Qty: 1 SEQN: 262559 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T93 DrwNo: 238.21.1513.07260 CAT / BAF 08/26/2021 5'2" 5'2" 5'5"8 3"81'9"107'3"2A B CDE 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 241 /- /- /197 /- /172 C 113 /- /- /90 /41 /- B 177 /- /- /121 /130 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.77 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 D 999 360 VERT(TL): 0.031 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.010 A - - Creep Factor: 2.0 Max TC CSI: 0.636 Max BC CSI: 0.340 Max Web CSI: 0.216 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T93 Ply: 1 Qty: 1 SEQN: 262559 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T93 DrwNo: 238.21.1513.07260 CAT / BAF 08/26/2021 5'2" 5'2" 5'5"8 3"81'9"107'3"2A B CDE 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 390 /- /- /238 /- /165 D 137 /- /- /114 /27 /- C 206 /- /- /139 /87 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 360 VERT(TL): 0.054 E 999 240 HORZ(LL): -0.004 C - - HORZ(TL): 0.014 B - - Creep Factor: 2.0 Max TC CSI: 0.897 Max BC CSI: 0.511 Max Web CSI: 0.319 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T94 Ply: 1 Qty: 1 SEQN: 262684 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T94 DrwNo: 238.21.1513.09440 CAT / BAF 08/26/2021 6'4" 6'4" 6'7"8 3"81'2"81'9"108'5"2A B C DEF 12 12 4X5 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 390 /- /- /238 /- /165 D 137 /- /- /114 /27 /- C 206 /- /- /139 /87 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.75 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 360 VERT(TL): 0.054 E 999 240 HORZ(LL): -0.004 C - - HORZ(TL): 0.014 B - - Creep Factor: 2.0 Max TC CSI: 0.897 Max BC CSI: 0.511 Max Web CSI: 0.319 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T94 Ply: 1 Qty: 1 SEQN: 262684 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T94 DrwNo: 238.21.1513.09440 CAT / BAF 08/26/2021 6'4" 6'4" 6'7"8 3"81'2"81'9"108'5"2A B C DEF 12 12 4X5 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 440 /- /- /270 /- /189 E 337 /- /- /296 /127 /- Wind reactions based on MWFRS G Brg Width = 3.0 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.296 Max BC CSI: 0.185 Max Web CSI: 0.205 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T95 Ply: 1 Qty: 3 SEQN: 262687 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T95 DrwNo: 238.21.1513.12533 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'2"81'9"109'7"2(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 440 /- /- /270 /- /189 E 337 /- /- /296 /127 /- Wind reactions based on MWFRS G Brg Width = 3.0 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -411 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.33 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.296 Max BC CSI: 0.185 Max Web CSI: 0.205 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T95 Ply: 1 Qty: 3 SEQN: 262687 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T95 DrwNo: 238.21.1513.12533 CAT / BAF 08/26/2021 W5 7'9"8 3'10"12 3'10"12 7'9"8 3'10"12 3'10"12 3'10"12 7'9"8 3'10"121'2"81'9"109'7"2(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 22 5.58 7.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 327 /- /- /199 /- /116 D 327 /- /- /230 /90 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.674 Max BC CSI: 0.217 Max Web CSI: 0.298 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T96 Ply: 1 Qty: 1 SEQN: 262733 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T96 DrwNo: 238.21.1513.15263 CAT / BAF 08/26/2021 7'5" 5'7" 5'7" 7'5" 1'10" 5'7" 5'7" 7'5" 1'10"2'2"27'7"67'9"2A B C DEF 12 12 3X5 2X3 3X5 4X4 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 22 5.58 7.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 327 /- /- /199 /- /116 D 327 /- /- /230 /90 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.009 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.674 Max BC CSI: 0.217 Max Web CSI: 0.298 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T96 Ply: 1 Qty: 1 SEQN: 262733 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T96 DrwNo: 238.21.1513.15263 CAT / BAF 08/26/2021 7'5" 5'7" 5'7" 7'5" 1'10" 5'7" 5'7" 7'5" 1'10"2'2"27'7"67'9"2A B C DEF 12 12 3X5 2X3 3X5 4X4 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 8 6.75 7.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 327 /- /- /224 /- /140 E 327 /- /- /263 /112 /- Wind reactions based on MWFRS G Brg Width = - Min Req = - E Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.006 F 999 240 HORZ(LL): -0.002 D - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.200 Max BC CSI: 0.166 Max Web CSI: 0.179 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T97 Ply: 1 Qty: 1 SEQN: 262730 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T97 DrwNo: 238.21.1513.18120 CAT / BAF 08/26/2021 W5 W6 7'5" 3'10"4 3'10"4 6'9" 2'10"12 7'5" 8" 3'10"4 3'10"4 7'5" 3'6"122'2"28'9"68'11"2(a)(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 4X42X3 5X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 8 6.75 7.42Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 327 /- /- /224 /- /140 E 327 /- /- /263 /112 /- Wind reactions based on MWFRS G Brg Width = - Min Req = - E Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.79 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 F 999 360 VERT(TL): 0.006 F 999 240 HORZ(LL): -0.002 D - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.200 Max BC CSI: 0.166 Max Web CSI: 0.179 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T97 Ply: 1 Qty: 1 SEQN: 262730 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T97 DrwNo: 238.21.1513.18120 CAT / BAF 08/26/2021 W5 W6 7'5" 3'10"4 3'10"4 6'9" 2'10"12 7'5" 8" 3'10"4 3'10"4 7'5" 3'6"122'2"28'9"68'11"2(a)(a) A B C D EFG 12 12 3X5 2X3 3X5 3X5 4X42X3 5X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 103 /- /- /68 /18 /22 Wind reactions based on MWFRS E Brg Width = 60.0 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 C - - HORZ(TL): 0.019 C - - Creep Factor: 2.0 Max TC CSI: 0.375 Max BC CSI: 0.250 Max Web CSI: 0.125 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T98 Ply: 1 Qty: 1 SEQN: 262648 VAL FROM: TMS Cust: R 7124 JRef:1X8a71240003 T98 DrwNo: 238.21.1513.20603 CAT / BAF 08/26/2021 5' 5' 5'1'2"8 3" 8"13 3'7"133'9"94'1"4A B C D E 7 12 3X7(G1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 103 /- /- /68 /18 /22 Wind reactions based on MWFRS E Brg Width = 60.0 Min Req = - Bearing B is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.97 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.006 C - - HORZ(TL): 0.019 C - - Creep Factor: 2.0 Max TC CSI: 0.375 Max BC CSI: 0.250 Max Web CSI: 0.125 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T98 Ply: 1 Qty: 1 SEQN: 262648 VAL FROM: TMS Cust: R 7124 JRef:1X8a71240003 T98 DrwNo: 238.21.1513.20603 CAT / BAF 08/26/2021 5' 5' 5'1'2"8 3" 8"13 3'7"133'9"94'1"4A B C D E 7 12 3X7(G1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 80 3.67 12.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 8408 /- /- /- /1275 /- R 8192 /- /- /- /774 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 3.3 R Brg Width = 5.5 Min Req = 3.2 Bearings Q & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 521 -3449 C - D 490 -3297 D - E 416 -3222 Chords Tens. Comp. E - F 416 -3222 F - G 320 - 3083 G - H 322 - 3113 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2345 - 351 N - M 2301 - 338 Chords Tens. Comp. M - L 2155 - 227 L - J 2143 - 221 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 423 -2754B - O 2416 - 362 O - P 1017 - 168 N - D 1382 - 252 D - M 1240 - 104 Webs Tens. Comp. M - F 1437 - 254F - L 1114 - 38 J - H 2178 - 223 H - I 256 -2455 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.063 E 999 360 VERT(TL): 0.191 E 999 240 HORZ(LL): 0.040 I - - HORZ(TL): 0.122 I - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.735 Max Web CSI: 0.593 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T99 Ply: 3 Qty: 1 SEQN: 262819 HIPS FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T99 DrwNo: 238.21.1513.31547 CAT / BAF 08/26/2021 3 Complete Trusses Required 16'3" 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 12'7" 4'5"8 13'4"8 9"8 16'3" 2'10"8 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 13'4"8 5'3" 16'3" 2'10"81'2"81'9"101'5'5"10A B C D EF G H I JKLM NOPQ R 12 12 5X8 4X8 6X10 3X10 3X5 4X8 5X6 2X3 6X8 5X6 4X8 3X5 6X103X10 6X8 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 80 3.67 12.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 8408 /- /- /- /1275 /- R 8192 /- /- /- /774 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 3.3 R Brg Width = 5.5 Min Req = 3.2 Bearings Q & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 521 -3449 C - D 490 -3297 D - E 416 -3222 Chords Tens. Comp. E - F 416 -3222 F - G 320 - 3083 G - H 322 - 3113 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2345 - 351 N - M 2301 - 338 Chords Tens. Comp. M - L 2155 - 227 L - J 2143 - 221 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 423 -2754B - O 2416 - 362 O - P 1017 - 168 N - D 1382 - 252 D - M 1240 - 104 Webs Tens. Comp. M - F 1437 - 254F - L 1114 - 38 J - H 2178 - 223 H - I 256 -2455 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.063 E 999 360 VERT(TL): 0.191 E 999 240 HORZ(LL): 0.040 I - - HORZ(TL): 0.122 I - - Creep Factor: 2.0 Max TC CSI: 0.985 Max BC CSI: 0.735 Max Web CSI: 0.593 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T99 Ply: 3 Qty: 1 SEQN: 262819 HIPS FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T99 DrwNo: 238.21.1513.31547 CAT / BAF 08/26/2021 3 Complete Trusses Required 16'3" 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 12'7" 4'5"8 13'4"8 9"8 16'3" 2'10"8 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 13'4"8 5'3" 16'3" 2'10"81'2"81'9"101'5'5"10A B C D EF G H I JKLM NOPQ R 12 12 5X8 4X8 6X10 3X10 3X5 4X8 5X6 2X3 6X8 5X6 4X8 3X5 6X103X10 6X8 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 3.67TC: From 34 plf at 3.67 to 34 plf at 12.58TC: From 68 plf at 12.58 to 68 plf at 16.25BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.88BC: From 10 plf at 2.88 to 10 plf at 16.25BC: 3081 lb Conc. Load at 2.68BC: 177 lb Conc. Load at 3.67BC: 147 lb Conc. Load at 4.13, 6.13, 8.13,10.1312.13BC: 2046 lb Conc. Load at 4.68BC: 1972 lb Conc. Load at 6.68BC: 1873 lb Conc. Load at 8.68BC: 1819 lb Conc. Load at 10.68BC: 1996 lb Conc. Load at 12.68BC: 1814 lb Conc. Load at 14.68 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T99 Ply: 3 Qty: 1 SEQN: 262819 HIPS FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T99 DrwNo: 238.21.1513.31547 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 3.67TC: From 34 plf at 3.67 to 34 plf at 12.58TC: From 68 plf at 12.58 to 68 plf at 16.25BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.88BC: From 10 plf at 2.88 to 10 plf at 16.25BC: 3081 lb Conc. Load at 2.68BC: 177 lb Conc. Load at 3.67BC: 147 lb Conc. Load at 4.13, 6.13, 8.13,10.1312.13BC: 2046 lb Conc. Load at 4.68BC: 1972 lb Conc. Load at 6.68BC: 1873 lb Conc. Load at 8.68BC: 1819 lb Conc. Load at 10.68BC: 1996 lb Conc. Load at 12.68BC: 1814 lb Conc. Load at 14.68 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T99 Ply: 3 Qty: 1 SEQN: 262819 HIPS FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T99 DrwNo: 238.21.1513.31547 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hipplane to brace the flat top chord of hip trusses. See detaildrawing HIPFRAME0118, HIPFR1800118, orHIPFRSCAB0619 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 C 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T100 Ply: 1 Qty: 1 SEQN: 262437 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T100 DrwNo: 238.21.1442.10557 / BAF 08/26/2021 6'10" 1'5"2 2' (TYP) 3'4"9 3'4"9 6'10" 3'5"7 6'10" 6'10" 0"46'8"12A C E 23.82 12 3X5(D1) 4X4 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hipplane to brace the flat top chord of hip trusses. See detaildrawing HIPFRAME0118, HIPFR1800118, orHIPFRSCAB0619 for additional information. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Kzt: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: - CAT: - Pf: 15.4 Ce: - Lu: - Cs: - Snow Duration: - Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 - - 360 VERT(TL): 0.000 C 999 240 HORZ(LL): 0.000 - - - HORZ(TL): -0.000 D - - Creep Factor: 2.0 Max TC CSI: 0.001 Max BC CSI: 0.001 Max Web CSI: 0.001 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T100 Ply: 1 Qty: 1 SEQN: 262437 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T100 DrwNo: 238.21.1442.10557 / BAF 08/26/2021 6'10" 1'5"2 2' (TYP) 3'4"9 3'4"9 6'10" 3'5"7 6'10" 6'10" 0"46'8"12A C E 23.82 12 3X5(D1) 4X4 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 28 4.00 6.34Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /48 /3 /9 Wind reactions based on MWFRS E Brg Width = 110 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.80 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.020 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.010 A - - Creep Factor: 2.0 Max TC CSI: 0.233 Max BC CSI: 0.170 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T101 Ply: 1 Qty: 1 SEQN: 262926 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T101 DrwNo: 238.21.1442.27177 CAT / BAF 08/26/2021 9'2" 4' 4' 6'4" 2'4" 9'2" 2'10" 4' 4' 6'4" 2'4" 9'2" 2'10" 0"4 1'2"44'0"4A B C D E FG 12 12 3X5(D1)2X3 4X4 4X4 2X3 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 28 4.00 6.34Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /48 /3 /9 Wind reactions based on MWFRS E Brg Width = 110 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 30.80 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.020 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.010 A - - Creep Factor: 2.0 Max TC CSI: 0.233 Max BC CSI: 0.170 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T101 Ply: 1 Qty: 1 SEQN: 262926 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T101 DrwNo: 238.21.1442.27177 CAT / BAF 08/26/2021 9'2" 4' 4' 6'4" 2'4" 9'2" 2'10" 4' 4' 6'4" 2'4" 9'2" 2'10" 0"4 1'2"44'0"4A B C D E FG 12 12 3X5(D1)2X3 4X4 4X4 2X3 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 56 4.00 8.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /48 /7 /7 Wind reactions based on MWFRS E Brg Width = 124 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.019 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.488 Max BC CSI: 0.216 Max Web CSI: 0.082 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T102 Ply: 1 Qty: 1 SEQN: 262923 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T102 DrwNo: 238.21.1442.31147 CAT / BAF 08/26/2021 10'4" 4' 4' 8'8" 4'8" 10'4" 1'8" 4' 4' 8'8" 4'8" 10'4" 1'8" 0"4 2'4"44'0"4A B C D E FG 12 12 3X5(D1)2X3 4X4 4X4 2X3 2X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 56 4.00 8.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /48 /7 /7 Wind reactions based on MWFRS E Brg Width = 124 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.63 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.019 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.488 Max BC CSI: 0.216 Max Web CSI: 0.082 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T102 Ply: 1 Qty: 1 SEQN: 262923 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T102 DrwNo: 238.21.1442.31147 CAT / BAF 08/26/2021 10'4" 4' 4' 8'8" 4'8" 10'4" 1'8" 4' 4' 8'8" 4'8" 10'4" 1'8" 0"4 2'4"44'0"4A B C D E FG 12 12 3X5(D1)2X3 4X4 4X4 2X3 2X3 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 11.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 88 /- /- /48 /12 /6 Wind reactions based on MWFRS F Brg Width = 138 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.47 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.020 A 999 240 HORZ(LL): 0.004 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.164 Max Web CSI: 0.095 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T103 Ply: 1 Qty: 1 SEQN: 262920 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T103 DrwNo: 238.21.1442.35290 CAT / BAF 08/26/2021 W3 11'6" 4' 4' 7'6" 3'6" 11' 3'6" 11'6" 6" 4' 4' 7'6" 3'6" 11' 3'6" 11'6" 6" 0"4 3'6"44'0"4A B CDE FG HI 12 12 3X5(D1)2X3 4X4 2X3 2X3 4X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 11.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F* 88 /- /- /48 /12 /6 Wind reactions based on MWFRS F Brg Width = 138 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.47 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.020 A 999 240 HORZ(LL): 0.004 A - - HORZ(TL): 0.013 A - - Creep Factor: 2.0 Max TC CSI: 0.258 Max BC CSI: 0.164 Max Web CSI: 0.095 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T103 Ply: 1 Qty: 1 SEQN: 262920 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T103 DrwNo: 238.21.1442.35290 CAT / BAF 08/26/2021 W3 11'6" 4' 4' 7'6" 3'6" 11' 3'6" 11'6" 6" 4' 4' 7'6" 3'6" 11' 3'6" 11'6" 6" 0"4 3'6"44'0"4A B CDE FG HI 12 12 3X5(D1)2X3 4X4 2X3 2X3 4X4 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 12.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /14 /6 Wind reactions based on MWFRS E Brg Width = 152 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.30 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.019 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.351 Max BC CSI: 0.194 Max Web CSI: 0.110 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T104 Ply: 1 Qty: 1 SEQN: 262917 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T104 DrwNo: 238.21.1442.38640 CAT / BAF 08/26/2021 12'8" 4' 4' 8'8" 4'8" 12'8" 4' 4' 4' 8'8" 4'8" 12'8" 4' 0"4 3'10"94'0"4A B CD E FG 12 12 3X5(D1)2X3 4X4 2X3 2X3 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 12.67Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /14 /6 Wind reactions based on MWFRS E Brg Width = 152 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.30 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 A 999 360 VERT(TL): 0.019 A 999 240 HORZ(LL): 0.003 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.351 Max BC CSI: 0.194 Max Web CSI: 0.110 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T104 Ply: 1 Qty: 1 SEQN: 262917 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T104 DrwNo: 238.21.1442.38640 CAT / BAF 08/26/2021 12'8" 4' 4' 8'8" 4'8" 12'8" 4' 4' 4' 8'8" 4'8" 12'8" 4' 0"4 3'10"94'0"4A B CD E FG 12 12 3X5(D1)2X3 4X4 2X3 2X3 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 13.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /17 /9 Wind reactions based on MWFRS E Brg Width = 166 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 147 -428 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.018 A 999 240 HORZ(LL): -0.004 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.542 Max BC CSI: 0.276 Max Web CSI: 0.129 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T105 Ply: 1 Qty: 1 SEQN: 262914 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T105 DrwNo: 238.21.1442.41543 CAT / BAF 08/26/2021 13'10" 4' 4' 9'10" 5'10" 13'10" 4' 4' 4' 9'10" 5'10" 13'10" 4' 0"4 3'10"94'0"4A B CD E FG 12 12 3X5(D1)2X3 4X4 2X3 2X3 2X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 4.00 13.84Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /17 /9 Wind reactions based on MWFRS E Brg Width = 166 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - F 147 -428 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.018 A 999 240 HORZ(LL): -0.004 A - - HORZ(TL): 0.009 A - - Creep Factor: 2.0 Max TC CSI: 0.542 Max BC CSI: 0.276 Max Web CSI: 0.129 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T105 Ply: 1 Qty: 1 SEQN: 262914 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T105 DrwNo: 238.21.1442.41543 CAT / BAF 08/26/2021 13'10" 4' 4' 9'10" 5'10" 13'10" 4' 4' 4' 9'10" 5'10" 13'10" 4' 0"4 3'10"94'0"4A B CD E FG 12 12 3X5(D1)2X3 4X4 2X3 2X3 2X3 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2;Lt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at -1.03 to 31 plf at 4.03TC: From 62 plf at 4.03 to 62 plf at 6.30BC: From 4 plf at -1.03 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.03BC: From 20 plf at 4.03 to 20 plf at 6.30TC: 45 lb Conc. Load at 0.05TC: 67 lb Conc. Load at 1.72TC: 54 lb Conc. Load at 2.44TC: 91 lb Conc. Load at 4.03BC: 45 lb Conc. Load at 0.05BC: 66 lb Conc. Load at 1.72BC: 42 lb Conc. Load at 2.44BC: 77 lb Conc. Load at 4.03 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 480 /- /- /- /138 /- E 396 /- /- /- /125 /- Wind reactions based on MWFRS G Brg Width = 4.1 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.023 C - - HORZ(TL): 0.069 C - - Creep Factor: 2.0 Max TC CSI: 0.902 Max BC CSI: 0.315 Max Web CSI: 0.194 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T106 Ply: 1 Qty: 2 SEQN: 262904 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T106 DrwNo: 238.21.1443.28043 CAT / BAF 08/26/2021 6'3"9 6'1"7 6'1"7 6'3"9 2"2 6'1"7 6'1"7 6'3"9 2"2 1'0"61'0"74'2"8A B CD EFG 6.05 12 3X8(G1) 3X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2;Lt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 31 plf at -1.03 to 31 plf at 4.03TC: From 62 plf at 4.03 to 62 plf at 6.30BC: From 4 plf at -1.03 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.03BC: From 20 plf at 4.03 to 20 plf at 6.30TC: 45 lb Conc. Load at 0.05TC: 67 lb Conc. Load at 1.72TC: 54 lb Conc. Load at 2.44TC: 91 lb Conc. Load at 4.03BC: 45 lb Conc. Load at 0.05BC: 66 lb Conc. Load at 1.72BC: 42 lb Conc. Load at 2.44BC: 77 lb Conc. Load at 4.03 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 480 /- /- /- /138 /- E 396 /- /- /- /125 /- Wind reactions based on MWFRS G Brg Width = 4.1 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.60 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.023 C - - HORZ(TL): 0.069 C - - Creep Factor: 2.0 Max TC CSI: 0.902 Max BC CSI: 0.315 Max Web CSI: 0.194 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T106 Ply: 1 Qty: 2 SEQN: 262904 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T106 DrwNo: 238.21.1443.28043 CAT / BAF 08/26/2021 6'3"9 6'1"7 6'1"7 6'3"9 2"2 6'1"7 6'1"7 6'3"9 2"2 1'0"61'0"74'2"8A B CD EFG 6.05 12 3X8(G1) 3X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x6 SP #1;Bot chord: 2x4 SP SS Dense;B2 2x6 SP 2400f-2.0E;Webs: 2x4 SP #2; W4 2x4 SP #1; W7 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @10.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 5.60 TC: From 63 plf at 5.60 to 63 plf at 26.71BC: From 23 plf at 0.00 to 23 plf at 7.91BC: From 10 plf at 7.91 to 10 plf at 26.71TC: 440 lb Conc. Load at 1.41, 3.41, 5.41BC: 327 lb Conc. Load at 7.41, 9.41,11.41,13.4115.13,17.13,19.13,21.13,23.13,25.13 Plating Notes All plates are 3X7 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 67 0.00 5.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.70". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 3343 /- /- /197 /- /- K 3133 /- /- /81 /- /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req = 1.5 K Brg Width = - Min Req = - Bearing T is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1171 B - C 0 -5098 C - D 0 -6510 D - E 0 -6735 E - F 0 -2637 Chords Tens. Comp. F - G 0 -1568 G - H 0 -926 H - I 0 -927 I - J 0 -770 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1506 0 R - Q 5582 0 Q - P 6531 0 P - O 5070 0 Chords Tens. Comp. O - N 2187 0 N - M 1294 0 M - L 663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -1112 A - S 1563 0 S - B 0 -1729 B - R 4002 0 C - R 0 -3395 C - Q 751 0 P - E 3039 0 E - O 0 -2962 Webs Tens. Comp. O - F 1274 0 F - N 0 -1188 N - G 1033 0 G - M 0 -930 H - M 834 0 L - J 860 0 J - K 0 -984 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.352 P 911 360 VERT(TL): 1.048 P 305 240 HORZ(LL): 0.233 K - - HORZ(TL): 0.693 K - - Creep Factor: 2.0 Max TC CSI: 0.882 Max BC CSI: 0.727 Max Web CSI: 0.746 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T107 Ply: 3 Qty: 1 SEQN: 262746 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T107 DrwNo: 238.21.1443.34720 CAT / BAF 08/26/2021 3 Complete Trusses Required T1 B2W4 W7 26'8"8 2'11"5 2'11"5 5'7"3 2'7"13 8'1"6 2'6"3 12'1" 3'11"10 15'8"14 3'7"14 19'3" 3'6"2 22'10"14 3'7"14 26'8"8 3'9"10 3"8 3"8 2'11"5 2'7"13 5'7"3 2'7"13 7'10"14 2'3"11 12'1" 4'2"2 15'8"14 3'7"14 19'3" 3'6"2 22'10"14 3'7"14 26'8"8 3'9"104'5"53'7"612'4"14ABC D E F G H I J KLMNOPQ R S T 7 12 7 12 4X5 2X3 5X5 3X12 6X8 6X8 H0715(**) 6X8 3X8 4X4 4X5 4X4 3X5 3X5 3X5 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T1 2x6 SP #1;Bot chord: 2x4 SP SS Dense;B2 2x6 SP 2400f-2.0E;Webs: 2x4 SP #2; W4 2x4 SP #1; W7 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @10.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 5.60 TC: From 63 plf at 5.60 to 63 plf at 26.71BC: From 23 plf at 0.00 to 23 plf at 7.91BC: From 10 plf at 7.91 to 10 plf at 26.71TC: 440 lb Conc. Load at 1.41, 3.41, 5.41BC: 327 lb Conc. Load at 7.41, 9.41,11.41,13.4115.13,17.13,19.13,21.13,23.13,25.13 Plating Notes All plates are 3X7 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 67 0.00 5.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.35" DL: 0.70". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 3343 /- /- /197 /- /- K 3133 /- /- /81 /- /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req = 1.5 K Brg Width = - Min Req = - Bearing T is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1171 B - C 0 -5098 C - D 0 -6510 D - E 0 -6735 E - F 0 -2637 Chords Tens. Comp. F - G 0 -1568 G - H 0 -926 H - I 0 -927 I - J 0 -770 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 1506 0 R - Q 5582 0 Q - P 6531 0 P - O 5070 0 Chords Tens. Comp. O - N 2187 0 N - M 1294 0 M - L 663 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - T 0 -1112 A - S 1563 0 S - B 0 -1729 B - R 4002 0 C - R 0 -3395 C - Q 751 0 P - E 3039 0 E - O 0 -2962 Webs Tens. Comp. O - F 1274 0 F - N 0 -1188 N - G 1033 0 G - M 0 -930 H - M 834 0 L - J 860 0 J - K 0 -984 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.352 P 911 360 VERT(TL): 1.048 P 305 240 HORZ(LL): 0.233 K - - HORZ(TL): 0.693 K - - Creep Factor: 2.0 Max TC CSI: 0.882 Max BC CSI: 0.727 Max Web CSI: 0.746 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T107 Ply: 3 Qty: 1 SEQN: 262746 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T107 DrwNo: 238.21.1443.34720 CAT / BAF 08/26/2021 3 Complete Trusses Required T1 B2W4 W7 26'8"8 2'11"5 2'11"5 5'7"3 2'7"13 8'1"6 2'6"3 12'1" 3'11"10 15'8"14 3'7"14 19'3" 3'6"2 22'10"14 3'7"14 26'8"8 3'9"10 3"8 3"8 2'11"5 2'7"13 5'7"3 2'7"13 7'10"14 2'3"11 12'1" 4'2"2 15'8"14 3'7"14 19'3" 3'6"2 22'10"14 3'7"14 26'8"8 3'9"104'5"53'7"612'4"14ABC D E F G H I J KLMNOPQ R S T 7 12 7 12 4X5 2X3 5X5 3X12 6X8 6X8 H0715(**) 6X8 3X8 4X4 4X5 4X4 3X5 3X5 3X5 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 37 4.94 8.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 359 /- /- /192 /- /69 D 333 /- /- /199 /108 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.008 E 999 240 HORZ(LL): -0.003 B - - HORZ(TL): -0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.191 Max Web CSI: 0.311 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T108 Ply: 1 Qty: 1 SEQN: 263055 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T108 DrwNo: 238.21.1443.43323 CAT / BAF 08/26/2021 W1 8' 4'11"4 4'11"4 8' 3'0"12 4'11"4 4'11"4 8' 3'0"127'2"1210'1"5(a) (a) A BC DEF 7 12 3X3 2X3 3X5 4X4 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 37 4.94 8.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 359 /- /- /192 /- /69 D 333 /- /- /199 /108 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.76 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.008 E 999 240 HORZ(LL): -0.003 B - - HORZ(TL): -0.005 B - - Creep Factor: 2.0 Max TC CSI: 0.616 Max BC CSI: 0.191 Max Web CSI: 0.311 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T108 Ply: 1 Qty: 1 SEQN: 263055 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T108 DrwNo: 238.21.1443.43323 CAT / BAF 08/26/2021 W1 8' 4'11"4 4'11"4 8' 3'0"12 4'11"4 4'11"4 8' 3'0"127'2"1210'1"5(a) (a) A BC DEF 7 12 3X3 2X3 3X5 4X4 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 487 /- /- /307 /- /94 E 395 /- /- /267 /27 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -418 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - G 60 -450 Webs Tens. Comp. C - E 126 -384 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 360 VERT(TL): 0.014 F 999 240 HORZ(LL): -0.002 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.307 Max Web CSI: 0.264 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T109 Ply: 1 Qty: 5 SEQN: 263044 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T109 DrwNo: 238.21.1443.46700 CAT / BAF 08/26/2021 9'7"8 4'9"12 4'9"12 9'7"8 4'9"12 4'9"12 4'9"12 9'7"8 4'9"121'2"81'3"36'10"9A B C D EFG 7 12 3X5 2X6 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 487 /- /- /307 /- /94 E 395 /- /- /267 /27 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -418 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - G 60 -450 Webs Tens. Comp. C - E 126 -384 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 F 999 360 VERT(TL): 0.014 F 999 240 HORZ(LL): -0.002 D - - HORZ(TL): -0.006 D - - Creep Factor: 2.0 Max TC CSI: 0.427 Max BC CSI: 0.307 Max Web CSI: 0.264 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T109 Ply: 1 Qty: 5 SEQN: 263044 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T109 DrwNo: 238.21.1443.46700 CAT / BAF 08/26/2021 9'7"8 4'9"12 4'9"12 9'7"8 4'9"12 4'9"12 4'9"12 9'7"8 4'9"121'2"81'3"36'10"9A B C D EFG 7 12 3X5 2X6 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 322 /- /- /247 /- /143 E 230 /- /- /246 /168 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.004 C 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.007 C - - Creep Factor: 2.0 Max TC CSI: 0.482 Max BC CSI: 0.284 Max Web CSI: 0.154 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T110 Ply: 1 Qty: 1 SEQN: 263061 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T110 DrwNo: 238.21.1443.52120 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 2"153'9"148'10"69'1"5(a) A B CD EF 12 12 3X5 2X3 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 322 /- /- /247 /- /143 E 230 /- /- /246 /168 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.004 C 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.007 C - - Creep Factor: 2.0 Max TC CSI: 0.482 Max BC CSI: 0.284 Max Web CSI: 0.154 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T110 Ply: 1 Qty: 1 SEQN: 263061 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T110 DrwNo: 238.21.1443.52120 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 2"153'9"148'10"69'1"5(a) A B CD EF 12 12 3X5 2X3 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13,W14,W15 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (c) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (d) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 8.66 11.49TC 45 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2022 /- /- /1001 /8 /221 K 1883 /- /- /971 /10 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 595 -3469 B - C 595 -3125 C - D 656 -3266 D - E 804 -3813 Chords Tens. Comp. E - F 533 -2190 F - G 453 - 1631 G - H 481 - 2021 H - I 444 -2121 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2908 - 511 V - U 2907 - 512U - S 2630 - 440 S - Q 2578 - 433 P - O 2217 - 338 Chords Tens. Comp. O - N 1768 - 230 N - M 1768 - 230M - L 1790 - 253 L - K 1584 - 249 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 1227 - 231 D - Q 485 -2093 Q - P 2191 - 333 Q - E 2005 - 422 P - E 94 -461 Webs Tens. Comp. E - O 236 -969 O - F 981 - 185 G - M 626 - 103 I - K 362 - 2311 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.235 D 999 360 VERT(TL): 0.648 D 781 240 HORZ(LL): 0.084 K - - HORZ(TL): 0.231 K - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.732 Max Web CSI: 0.941 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T111 Ply: 1 Qty: 1 SEQN: 262784 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T111 DrwNo: 238.21.1444.04837 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 W14 W15 42'3"8 4'3"2 4'3"2 8'7"15 4'4"12 11'5"15 2'10" 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 4'3"2 4'3"2 8'7"15 4'4"12 10'10" 2'2"1 11'5"15 7"15 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"106'5"111'7"2(a) (b) (c) (d) (b)(b) (d)A B C D E FG H I J KLMNOP Q R STUV 7 12 4X7(B1) 2X3 5X5 2X62X3 5X10 7X8 2X3 4X12 4X12 5X7 3X7 5X6 3X7 3X8 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13,W14,W15 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (c) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (d) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 8.66 11.49TC 45 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2022 /- /- /1001 /8 /221 K 1883 /- /- /971 /10 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 595 -3469 B - C 595 -3125 C - D 656 -3266 D - E 804 -3813 Chords Tens. Comp. E - F 533 -2190 F - G 453 - 1631 G - H 481 - 2021 H - I 444 -2121 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2908 - 511 V - U 2907 - 512U - S 2630 - 440 S - Q 2578 - 433 P - O 2217 - 338 Chords Tens. Comp. O - N 1768 - 230 N - M 1768 - 230M - L 1790 - 253 L - K 1584 - 249 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 1227 - 231 D - Q 485 -2093 Q - P 2191 - 333 Q - E 2005 - 422 P - E 94 -461 Webs Tens. Comp. E - O 236 -969 O - F 981 - 185 G - M 626 - 103 I - K 362 - 2311 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.235 D 999 360 VERT(TL): 0.648 D 781 240 HORZ(LL): 0.084 K - - HORZ(TL): 0.231 K - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.732 Max Web CSI: 0.941 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T111 Ply: 1 Qty: 1 SEQN: 262784 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T111 DrwNo: 238.21.1444.04837 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 W14 W15 42'3"8 4'3"2 4'3"2 8'7"15 4'4"12 11'5"15 2'10" 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 4'3"2 4'3"2 8'7"15 4'4"12 10'10" 2'2"1 11'5"15 7"15 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 34'9"1 7'6"7 42'3"8 7'6"7 1' 4"7 2'9"106'5"111'7"2(a) (b) (c) (d) (b)(b) (d)A B C D E FG H I J KLMNOP Q R STUV 7 12 4X7(B1) 2X3 5X5 2X62X3 5X10 7X8 2X3 4X12 4X12 5X7 3X7 5X6 3X7 3X8 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T111 Ply: 1 Qty: 1 SEQN: 262784 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T111 DrwNo: 238.21.1444.04837 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T111 Ply: 1 Qty: 1 SEQN: 262784 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T111 DrwNo: 238.21.1444.04837 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C97 /- /- /60 /6 /23 Wind reactions based on MWFRS C Brg Width = 13.5 Min Req = 1.5 Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A - - Creep Factor: 2.0 Max TC CSI: 0.011 Max BC CSI: 0.012 Max Web CSI: 0.006 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T112 Ply: 1 Qty: 2 SEQN: 262645 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T112 DrwNo: 238.21.1444.16353 CAT / BAF 08/26/2021 1'1"8 1'1"8 1'1"8 0"4 1'1"12A B C 12 12 3X5(D1) 2X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C97 /- /- /60 /6 /23 Wind reactions based on MWFRS C Brg Width = 13.5 Min Req = 1.5 Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.23 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.000 A - - HORZ(TL): 0.000 A - - Creep Factor: 2.0 Max TC CSI: 0.011 Max BC CSI: 0.012 Max Web CSI: 0.006 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T112 Ply: 1 Qty: 2 SEQN: 262645 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T112 DrwNo: 238.21.1444.16353 CAT / BAF 08/26/2021 1'1"8 1'1"8 1'1"8 0"4 1'1"12A B C 12 12 3X5(D1) 2X3 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 208 /- /- /116 /- /96 D41 /- /- /63 /61 /- C48 /- /- /31 /36 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.044 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T113 Ply: 1 Qty: 8 SEQN: 262811 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T113 DrwNo: 238.21.1444.19930 CAT / BAF 08/26/2021 1'9"11 1'9"11 2'1"3 3"81'2"81'9"103'10"13A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 208 /- /- /116 /- /96 D41 /- /- /63 /61 /- C48 /- /- /31 /36 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.49 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.002 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.044 Max Web CSI: 0.068 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T113 Ply: 1 Qty: 8 SEQN: 262811 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T113 DrwNo: 238.21.1444.19930 CAT / BAF 08/26/2021 1'9"11 1'9"11 2'1"3 3"81'2"81'9"103'10"13A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 49 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1729 /- /- /952 /159 /225 J 1758 /- /- /925 /162 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req = 2.0 J Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 444 -2452 C - D 463 -2370 D - E 442 -1977 Chords Tens. Comp. E - F 408 -1514 F - G 433 - 1873 G - H 411 - 2043 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 2063 - 330 P - O 1955 - 257O - N 1955 - 257 N - M 1578 - 166 Chords Tens. Comp. M - L 1704 - 211 L - K 1704 - 211K - J 1556 - 229 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. Q - B 348 - 2457 D - N 151 -610 N - E 648 -91 Webs Tens. Comp. F - M 542 - 80 H - J 321 -2193 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.112 N 999 360 VERT(TL): 0.333 N 999 240 HORZ(LL): 0.059 J - - HORZ(TL): 0.175 J - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.959 Max Web CSI: 0.706 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T114 Ply: 1 Qty: 1 SEQN: 262530 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T114 DrwNo: 238.21.1444.22613 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 40'1"4 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'9"3 5'2"1 34'11"3 5'2"1 40'1"4 5'2"1 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'4"3 7'9"1 40'1"4 7'9"1 1'2"15 2'6"911'7"2(a) (b) (a) (b)(b) (a) A B C D E F G H I JKLMNOPQ 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 3X5 5X5 5X5 3X7 3X5 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W11,W12,W13 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 49 17.74 24.60 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 1729 /- /- /952 /159 /225 J 1758 /- /- /925 /162 /- Wind reactions based on MWFRS Q Brg Width = 3.5 Min Req = 2.0 J Brg Width = - Min Req = - Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 444 -2452 C - D 463 -2370 D - E 442 -1977 Chords Tens. Comp. E - F 408 -1514 F - G 433 - 1873 G - H 411 - 2043 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. Q - P 2063 - 330 P - O 1955 - 257O - N 1955 - 257 N - M 1578 - 166 Chords Tens. Comp. M - L 1704 - 211 L - K 1704 - 211K - J 1556 - 229 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. Q - B 348 - 2457 D - N 151 -610 N - E 648 -91 Webs Tens. Comp. F - M 542 - 80 H - J 321 -2193 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.66 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.01 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.112 N 999 360 VERT(TL): 0.333 N 999 240 HORZ(LL): 0.059 J - - HORZ(TL): 0.175 J - - Creep Factor: 2.0 Max TC CSI: 0.996 Max BC CSI: 0.959 Max Web CSI: 0.706 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T114 Ply: 1 Qty: 1 SEQN: 262530 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T114 DrwNo: 238.21.1444.22613 CAT / BAF 08/26/2021 T3 W1 W2 W3 W11 W12 W13 40'1"4 5'10"15 5'10"15 11'9"14 5'10"15 17'8"14 5'10"15 24'7"2 6'10"5 29'9"3 5'2"1 34'11"3 5'2"1 40'1"4 5'2"1 8'10"7 8'10"7 17'8"14 8'10"7 24'7"2 6'10"5 32'4"3 7'9"1 40'1"4 7'9"1 1'2"15 2'6"911'7"2(a) (b) (a) (b)(b) (a) A B C D E F G H I JKLMNOPQ 7 12 2X3 4X7 4X5 3X5 3X5 3X5 3X5 3X5 5X5 5X5 3X7 3X5 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 1.44 9.57Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /14 /6 Wind reactions based on MWFRS E Brg Width = 167 Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 360 VERT(TL): 0.026 E 999 240 HORZ(LL): -0.005 E - - HORZ(TL): -0.018 E - - Creep Factor: 2.0 Max TC CSI: 0.305 Max BC CSI: 0.201 Max Web CSI: 0.118 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T115 Ply: 1 Qty: 2 SEQN: 262633 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T115 DrwNo: 238.21.1444.26443 CAT / BAF 08/26/2021 13'11"11 1'3"9 4'2"8 (TYP) 1'5"5 1'5"5 9'6"13 8'1"8 13'11"11 4'4"14 1'5"5 1'5"5 9'6"13 8'1"8 13'11"11 4'4"142'11"120"44'5"2A B CD E FGH I 12 12 2X3 2X3 2X3 4X4 2X3 2X3 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 1.44 9.57Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 88 /- /- /47 /14 /6 Wind reactions based on MWFRS E Brg Width = 167 Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 E 999 360 VERT(TL): 0.026 E 999 240 HORZ(LL): -0.005 E - - HORZ(TL): -0.018 E - - Creep Factor: 2.0 Max TC CSI: 0.305 Max BC CSI: 0.201 Max Web CSI: 0.118 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T115 Ply: 1 Qty: 2 SEQN: 262633 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T115 DrwNo: 238.21.1444.26443 CAT / BAF 08/26/2021 13'11"11 1'3"9 4'2"8 (TYP) 1'5"5 1'5"5 9'6"13 8'1"8 13'11"11 4'4"14 1'5"5 1'5"5 9'6"13 8'1"8 13'11"11 4'4"142'11"120"44'5"2A B CD E FGH I 12 12 2X3 2X3 2X3 4X4 2X3 2X3 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13,W14,W15 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (c) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (d) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 8.66 11.49TC 44 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2046 /- /- /1009 /181 /223 K 1901 /- /- /985 /182 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 603 -3512 B - C 602 -3168 C - D 664 -3317 D - E 814 -3872 Chords Tens. Comp. E - F 541 -2234 F - G 462 - 1682 G - H 491 - 2085 H - I 461 -2232 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2944 - 511 V - U 2943 - 511U - S 2668 - 439 S - Q 2615 - 432 P - O 2257 - 339 Chords Tens. Comp. O - N 1806 - 230 N - M 1806 - 230M - L 1874 - 262 L - K 1696 - 265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 1253 - 235 D - Q 490 -2123 Q - P 2230 - 333 Q - E 2026 - 423 P - E 94 -470 Webs Tens. Comp. E - O 236 -972 O - F 983 - 185 G - M 650 - 107 I - K 373 - 2392 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.27 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.241 D 999 360 VERT(TL): 0.663 D 770 240 HORZ(LL): 0.087 K - - HORZ(TL): 0.238 K - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.742 Max Web CSI: 0.947 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T116 Ply: 1 Qty: 1 SEQN: 262492 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T116 DrwNo: 238.21.1447.32477 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 W14 W15 42'8"12 4'4"14 4'4"14 8'7"15 4'3" 11'5"15 2'10" 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 32'4"11 5'2"1 37'6"11 5'2"1 42'8"12 5'2"1 4'4"14 4'4"14 8'7"15 4'3" 10'10" 2'2"1 11'5"15 7"15 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 34'11"11 7'9"1 42'8"12 7'9"1 1' 4"7 2'6"96'5"111'7"2(a) (b) (c) (d) (b)(b) (d)A B C D E FG H I J KLMNOP Q R STUV 7 12 4X7(B1) 2X3 5X5 2X62X3 5X10 7X8 2X3 4X12 4X12 5X7 3X7 5X6 3X7 3X8 2X3 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T4 2x4 SP #1;Bot chord: 2x4 SP #2; B1 2x4 SP #1;Webs: 2x4 SP #3; W8,W9,W10,W11,W12,W13,W14,W15 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (c) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (d) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 34 8.66 11.49TC 44 20.36 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 2046 /- /- /1009 /181 /223 K 1901 /- /- /985 /182 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - K Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 603 -3512 B - C 602 -3168 C - D 664 -3317 D - E 814 -3872 Chords Tens. Comp. E - F 541 -2234 F - G 462 - 1682 G - H 491 - 2085 H - I 461 -2232 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - V 2944 - 511 V - U 2943 - 511U - S 2668 - 439 S - Q 2615 - 432 P - O 2257 - 339 Chords Tens. Comp. O - N 1806 - 230 N - M 1806 - 230M - L 1874 - 262 L - K 1696 - 265 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. C - Q 1253 - 235 D - Q 490 -2123 Q - P 2230 - 333 Q - E 2026 - 423 P - E 94 -470 Webs Tens. Comp. E - O 236 -972 O - F 983 - 185 G - M 650 - 107 I - K 373 - 2392 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.27 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.241 D 999 360 VERT(TL): 0.663 D 770 240 HORZ(LL): 0.087 K - - HORZ(TL): 0.238 K - - Creep Factor: 2.0 Max TC CSI: 0.984 Max BC CSI: 0.742 Max Web CSI: 0.947 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T116 Ply: 1 Qty: 1 SEQN: 262492 SPEC FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T116 DrwNo: 238.21.1447.32477 CAT / BAF 08/26/2021 T4 B1 W8 W9 W10 W11 W12 W13 W14 W15 42'8"12 4'4"14 4'4"14 8'7"15 4'3" 11'5"15 2'10" 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 32'4"11 5'2"1 37'6"11 5'2"1 42'8"12 5'2"1 4'4"14 4'4"14 8'7"15 4'3" 10'10" 2'2"1 11'5"15 7"15 15'11"2 4'5"4 20'4"6 4'5"4 27'2"10 6'10"4 34'11"11 7'9"1 42'8"12 7'9"1 1' 4"7 2'6"96'5"111'7"2(a) (b) (c) (d) (b)(b) (d)A B C D E FG H I J KLMNOP Q R STUV 7 12 4X7(B1) 2X3 5X5 2X62X3 5X10 7X8 2X3 4X12 4X12 5X7 3X7 5X6 3X7 3X8 2X3 4X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T116 Ply: 1 Qty: 1 SEQN: 262492 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T116 DrwNo: 238.21.1447.32477 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T116 Ply: 1 Qty: 1 SEQN: 262492 SPEC FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T116 DrwNo: 238.21.1447.32477 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 2.62BC: From 20 plf at 0.00 to 20 plf at 2.62BC: 1706 lb Conc. Load at 1.52 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 831 /- /- /- /20 /- C 1107 /- /- /- /22 /- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.073 Max BC CSI: 0.446 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T117 Ply: 2 Qty: 1 SEQN: 262774 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T117 DrwNo: 238.21.1448.19380 CAT / BAF 08/26/2021 2 Complete Trusses Required 2'7"7 2'7"7 2'7"71'9"104'5"1A B CD 12 12 3X5 2X3 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 2.62BC: From 20 plf at 0.00 to 20 plf at 2.62BC: 1706 lb Conc. Load at 1.52 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 831 /- /- /- /20 /- C 1107 /- /- /- /22 /- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.073 Max BC CSI: 0.446 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T117 Ply: 2 Qty: 1 SEQN: 262774 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T117 DrwNo: 238.21.1448.19380 CAT / BAF 08/26/2021 2 Complete Trusses Required 2'7"7 2'7"7 2'7"71'9"104'5"1A B CD 12 12 3X5 2X3 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 81 3.67 12.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 8204 /- /- /- /939 /- R 8109 /- /- /- /563 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 3.2 R Brg Width = 5.5 Min Req = 3.2 Bearings Q & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 379 -3366 C - D 340 -3228 D - E 271 -3181 Chords Tens. Comp. E - F 271 -3181 F - G 232 - 3051 G - H 233 - 3080 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2288 - 255 N - M 2254 - 234 Chords Tens. Comp. M - L 2132 - 162 L - J 2120 - 157 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 311 -2688B - O 2357 - 261 O - P 952 - 153 N - D 1330 - 186 D - M 1249 - 49 Webs Tens. Comp. M - F 1412 - 146F - L 1109 - 50 J - H 2155 - 159 H - I 186 -2429 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.063 E 999 360 VERT(TL): 0.189 E 999 240 HORZ(LL): 0.040 I - - HORZ(TL): 0.120 I - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.727 Max Web CSI: 0.578 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T118 Ply: 3 Qty: 1 SEQN: 262822 HIPS FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T118 DrwNo: 238.21.1448.29513 CAT / BAF 08/26/2021 3 Complete Trusses Required 16'3" 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 12'7" 4'5"8 13'4"8 9"8 16'3" 2'10"8 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 13'4"8 5'3" 16'3" 2'10"81'2"81'9"101'5'5"10A B C D EF G H I JKLM NOPQ R 12 12 4X8 4X7 6X10 3X10 3X5 4X7 5X6 2X3 6X8 5X6 4X8 3X5 5X103X8 5X6 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each rowto avoid splitting. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 81 3.67 12.58Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL Q 8204 /- /- /- /939 /- R 8109 /- /- /- /563 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req = 3.2 R Brg Width = 5.5 Min Req = 3.2 Bearings Q & R are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 379 -3366 C - D 340 -3228 D - E 271 -3181 Chords Tens. Comp. E - F 271 -3181 F - G 232 - 3051 G - H 233 - 3080 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2288 - 255 N - M 2254 - 234 Chords Tens. Comp. M - L 2132 - 162 L - J 2120 - 157 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Q 311 -2688B - O 2357 - 261 O - P 952 - 153 N - D 1330 - 186 D - M 1249 - 49 Webs Tens. Comp. M - F 1412 - 146F - L 1109 - 50 J - H 2155 - 159 H - I 186 -2429 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.063 E 999 360 VERT(TL): 0.189 E 999 240 HORZ(LL): 0.040 I - - HORZ(TL): 0.120 I - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.727 Max Web CSI: 0.578 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T118 Ply: 3 Qty: 1 SEQN: 262822 HIPS FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T118 DrwNo: 238.21.1448.29513 CAT / BAF 08/26/2021 3 Complete Trusses Required 16'3" 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 12'7" 4'5"8 13'4"8 9"8 16'3" 2'10"8 2'10"8 2'10"8 3'8" 9"8 8'1"8 4'5"8 13'4"8 5'3" 16'3" 2'10"81'2"81'9"101'5'5"10A B C D EF G H I JKLM NOPQ R 12 12 4X8 4X7 6X10 3X10 3X5 4X7 5X6 2X3 6X8 5X6 4X8 3X5 5X103X8 5X6 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 3.67TC: From 34 plf at 3.67 to 34 plf at 12.58TC: From 68 plf at 12.58 to 68 plf at 16.25BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.88BC: From 10 plf at 2.88 to 10 plf at 16.25BC: 2884 lb Conc. Load at 2.68BC: 177 lb Conc. Load at 3.67BC: 147 lb Conc. Load at 4.12, 6.12, 8.13,10.1312.13BC: 2022 lb Conc. Load at 4.68BC: 1959 lb Conc. Load at 6.68BC: 1860 lb Conc. Load at 8.68BC: 1806 lb Conc. Load at 10.68BC: 1984 lb Conc. Load at 12.68BC: 1800 lb Conc. Load at 14.68 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T118 Ply: 3 Qty: 1 SEQN: 262822 HIPS FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T118 DrwNo: 238.21.1448.29513 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.21 to 68 plf at 3.67TC: From 34 plf at 3.67 to 34 plf at 12.58TC: From 68 plf at 12.58 to 68 plf at 16.25BC: From 6 plf at -1.21 to 6 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.88BC: From 10 plf at 2.88 to 10 plf at 16.25BC: 2884 lb Conc. Load at 2.68BC: 177 lb Conc. Load at 3.67BC: 147 lb Conc. Load at 4.12, 6.12, 8.13,10.1312.13BC: 2022 lb Conc. Load at 4.68BC: 1959 lb Conc. Load at 6.68BC: 1860 lb Conc. Load at 8.68BC: 1806 lb Conc. Load at 10.68BC: 1984 lb Conc. Load at 12.68BC: 1800 lb Conc. Load at 14.68 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T118 Ply: 3 Qty: 1 SEQN: 262822 HIPS FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T118 DrwNo: 238.21.1448.29513 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 3.44 7.57Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 88 /- /- /48 /15 /9 Wind reactions based on MWFRS D Brg Width = 153 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 360 VERT(TL): 0.045 D 999 240 HORZ(LL): -0.009 D - - HORZ(TL): -0.030 D - - Creep Factor: 2.0 Max TC CSI: 0.432 Max BC CSI: 0.289 Max Web CSI: 0.134 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T119 Ply: 1 Qty: 2 SEQN: 262630 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T119 DrwNo: 238.21.1448.35400 CAT / BAF 08/26/2021 12'9"11 3'5"5 3'5"5 7'6"13 4'1"8 12'9"11 5'2"14 3'5"5 3'5"5 7'6"13 4'1"8 12'9"11 5'2"141'9"120"45'3"2A B C D EF G 12 12 2X3 2X6 2X3 4X4 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 3.44 7.57Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 88 /- /- /48 /15 /9 Wind reactions based on MWFRS D Brg Width = 153 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.62 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.013 D 999 360 VERT(TL): 0.045 D 999 240 HORZ(LL): -0.009 D - - HORZ(TL): -0.030 D - - Creep Factor: 2.0 Max TC CSI: 0.432 Max BC CSI: 0.289 Max Web CSI: 0.134 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T119 Ply: 1 Qty: 2 SEQN: 262630 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T119 DrwNo: 238.21.1448.35400 CAT / BAF 08/26/2021 12'9"11 3'5"5 3'5"5 7'6"13 4'1"8 12'9"11 5'2"14 3'5"5 3'5"5 7'6"13 4'1"8 12'9"11 5'2"141'9"120"45'3"2A B C D EF G 12 12 2X3 2X6 2X3 4X4 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 2.62BC: From 20 plf at 0.00 to 20 plf at 2.62BC: 1667 lb Conc. Load at 1.85 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 602 /- /- /- /39 /- C 1296 /- /- /- /71 /- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.073 Max BC CSI: 0.370 Max Web CSI: 0.023 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T120 Ply: 2 Qty: 1 SEQN: 262499 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T120 DrwNo: 238.21.1448.40390 CAT / BAF 08/26/2021 2 Complete Trusses Required 2'7"7 2'7"7 2'7"71'9"104'5"1A B CD 12 12 3X5 2X3 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 2.62BC: From 20 plf at 0.00 to 20 plf at 2.62BC: 1667 lb Conc. Load at 1.85 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 602 /- /- /- /39 /- C 1296 /- /- /- /71 /- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.35 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 B 999 360 VERT(TL): 0.000 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.000 B - - Creep Factor: 2.0 Max TC CSI: 0.073 Max BC CSI: 0.370 Max Web CSI: 0.023 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T120 Ply: 2 Qty: 1 SEQN: 262499 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T120 DrwNo: 238.21.1448.40390 CAT / BAF 08/26/2021 2 Complete Trusses Required 2'7"7 2'7"7 2'7"71'9"104'5"1A B CD 12 12 3X5 2X3 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 35 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1819 /- /- /1013 /21 /237 J 1887 /- /- /1028 /23 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 541 -3176 B - C 525 -2893 C - D 539 -2798 D - E 649 -2964 E - F 511 -2063 Chords Tens. Comp. F - G 511 - 2067 G - H 517 - 2380 H - I 545 -2914 I - J 530 - 3087 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2674 - 418 T - R 2676 - 420 O - N 1931 - 213 Chords Tens. Comp. N - M 2325 - 306 M - L 2325 - 306 L - J 2576 - 379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 165 -564 R - Q 1628 - 177 R - E 1394 - 272 Q - E 216 - 1657 Q - O 2259 - 242 Webs Tens. Comp. E - O 1760 - 239 F - O 121 - 555 G - N 610 - 78 N - H 147 -614 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 F 999 360 VERT(TL): 0.615 F 827 240 HORZ(LL): 0.108 J - - HORZ(TL): 0.326 J - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.912 Max Web CSI: 0.972 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T121 Ply: 1 Qty: 2 SEQN: 262471 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T121 DrwNo: 238.21.1448.49077 CAT / BAF 08/26/2021 T3 W5 W6 W7 W9 W10 W11 42'6"8 5'7"11 5'7"11 10'10" 5'2"5 17'6"6 6'8"6 19'11"8 2'5"2 27'2"10 7'3"2 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'7"11 5'7"11 10'10" 5'2"5 17'6"6 6'8"6 19'11"8 2'5"2 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"1411'7"2(a) (a) A B C D EF G H I J K LMNO PQ R ST 7 12 5X5(A2)2X3 3X5 3X5 2X3 6X82X6 5X14 8X14 2X3 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 35 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A 1819 /- /- /1013 /21 /237 J 1887 /- /- /1028 /23 /- Wind reactions based on MWFRS A Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 541 -3176 B - C 525 -2893 C - D 539 -2798 D - E 649 -2964 E - F 511 -2063 Chords Tens. Comp. F - G 511 - 2067 G - H 517 - 2380 H - I 545 -2914 I - J 530 - 3087 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. A - T 2674 - 418 T - R 2676 - 420 O - N 1931 - 213 Chords Tens. Comp. N - M 2325 - 306 M - L 2325 - 306 L - J 2576 - 379 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. D - R 165 -564 R - Q 1628 - 177 R - E 1394 - 272 Q - E 216 - 1657 Q - O 2259 - 242 Webs Tens. Comp. E - O 1760 - 239 F - O 121 - 555 G - N 610 - 78 N - H 147 -614 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.204 F 999 360 VERT(TL): 0.615 F 827 240 HORZ(LL): 0.108 J - - HORZ(TL): 0.326 J - - Creep Factor: 2.0 Max TC CSI: 0.986 Max BC CSI: 0.912 Max Web CSI: 0.972 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T121 Ply: 1 Qty: 2 SEQN: 262471 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T121 DrwNo: 238.21.1448.49077 CAT / BAF 08/26/2021 T3 W5 W6 W7 W9 W10 W11 42'6"8 5'7"11 5'7"11 10'10" 5'2"5 17'6"6 6'8"6 19'11"8 2'5"2 27'2"10 7'3"2 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 5'7"11 5'7"11 10'10" 5'2"5 17'6"6 6'8"6 19'11"8 2'5"2 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1' 4"7 2'7"1411'7"2(a) (a) A B C D EF G H I J K LMNO PQ R ST 7 12 5X5(A2)2X3 3X5 3X5 2X3 6X82X6 5X14 8X14 2X3 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 36 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1814 /- /- /1006 /20 /237 J 1892 /- /- /1024 /20 /- Wind reactions based on MWFRS S Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 355 -2545 C - D 371 -2451 D - E 372 -2099 E - F 387 -2078 Chords Tens. Comp. F - G 387 - 2081 G - H 387 - 2390 H - I 397 -2924 I - J 379 - 3097 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 2112 - 241R - Q 2056 - 184 O - N 1939 - 130 Chords Tens. Comp. N - M 2334 - 201M - L 2334 - 201 L - J 2585 - 258 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. S - B 268 -2567 D - Q 125 -611 Q - E 35 -948 Q - O 2272 - 145 Webs Tens. Comp. E - O 1773 - 166 F - O 106 - 567 G - N 610 - 49 N - H 114 -614 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 F 999 360 VERT(TL): 0.522 F 977 240 HORZ(LL): 0.099 J - - HORZ(TL): 0.297 J - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.951 Max Web CSI: 0.941 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T122 Ply: 1 Qty: 1 SEQN: 262450 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T122 DrwNo: 238.21.1449.09680 CAT / BAF 08/26/2021 T3 W5 W6 W7 W9 W10 W11 42'6"8 5'9"10 5'9"10 11'6"4 5'8"10 17'6"6 6'0"2 19'11"8 2'5"2 27'2"10 7'3"2 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 8'7"15 8'7"15 17'6"6 8'10"7 19'11"8 2'5"2 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1'4"7 2'7"1411'7"2(a) (a) (a) (a) A B C D EF G H I J K LMNO PQRS 7 12 2X3 5X5 3X8 3X5 3X5 3X5 5X10 5X6 2X3 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 36 17.53 27.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL S 1814 /- /- /1006 /20 /237 J 1892 /- /- /1024 /20 /- Wind reactions based on MWFRS S Brg Width = - Min Req = - J Brg Width = 3.5 Min Req = 2.2 Bearing J is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 355 -2545 C - D 371 -2451 D - E 372 -2099 E - F 387 -2078 Chords Tens. Comp. F - G 387 - 2081 G - H 387 - 2390 H - I 397 -2924 I - J 379 - 3097 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 2112 - 241R - Q 2056 - 184 O - N 1939 - 130 Chords Tens. Comp. N - M 2334 - 201M - L 2334 - 201 L - J 2585 - 258 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. S - B 268 -2567 D - Q 125 -611 Q - E 35 -948 Q - O 2272 - 145 Webs Tens. Comp. E - O 1773 - 166 F - O 106 - 567 G - N 610 - 49 N - H 114 -614 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.25 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.173 F 999 360 VERT(TL): 0.522 F 977 240 HORZ(LL): 0.099 J - - HORZ(TL): 0.297 J - - Creep Factor: 2.0 Max TC CSI: 0.999 Max BC CSI: 0.951 Max Web CSI: 0.941 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T122 Ply: 1 Qty: 1 SEQN: 262450 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T122 DrwNo: 238.21.1449.09680 CAT / BAF 08/26/2021 T3 W5 W6 W7 W9 W10 W11 42'6"8 5'9"10 5'9"10 11'6"4 5'8"10 17'6"6 6'0"2 19'11"8 2'5"2 27'2"10 7'3"2 32'3"15 5'1"5 37'5"3 5'1"5 42'6"8 5'1"5 8'7"15 8'7"15 17'6"6 8'10"7 19'11"8 2'5"2 27'2"10 7'3"2 34'10"9 7'7"15 42'6"8 7'7"15 10"8 1'4"7 2'7"1411'7"2(a) (a) (a) (a) A B C D EF G H I J K LMNO PQRS 7 12 2X3 5X5 3X8 3X5 3X5 3X5 5X10 5X6 2X3 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /15 /12 Wind reactions based on MWFRS C Brg Width = 119 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 203 - 515 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 C 999 360 VERT(TL): 0.033 C 999 240 HORZ(LL): -0.007 C - - HORZ(TL): -0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.404 Max BC CSI: 0.315 Max Web CSI: 0.222 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T123 Ply: 1 Qty: 2 SEQN: 262658 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T123 DrwNo: 238.21.1449.12760 CAT / BAF 08/26/2021 9'11"3 4'11"10 4'11"10 9'11"3 4'11"10 4'11"10 4'11"10 9'11"3 4'11"10 0"44'11"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /15 /12 Wind reactions based on MWFRS C Brg Width = 119 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 203 - 515 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.010 C 999 360 VERT(TL): 0.033 C 999 240 HORZ(LL): -0.007 C - - HORZ(TL): -0.023 C - - Creep Factor: 2.0 Max TC CSI: 0.404 Max BC CSI: 0.315 Max Web CSI: 0.222 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T123 Ply: 1 Qty: 2 SEQN: 262658 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T123 DrwNo: 238.21.1449.12760 CAT / BAF 08/26/2021 9'11"3 4'11"10 4'11"10 9'11"3 4'11"10 4'11"10 4'11"10 9'11"3 4'11"10 0"44'11"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /15 /12 Wind reactions based on MWFRS C Brg Width = 91.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.40 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 C 999 360 VERT(TL): 0.015 C 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.218 Max BC CSI: 0.172 Max Web CSI: 0.096 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T124 Ply: 1 Qty: 2 SEQN: 262659 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T124 DrwNo: 238.21.1449.15200 CAT / BAF 08/26/2021 7'7"3 3'9"10 3'9"10 7'7"3 3'9"10 3'9"10 3'9"10 7'7"3 3'9"10 0"43'9"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /15 /12 Wind reactions based on MWFRS C Brg Width = 91.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.40 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004 C 999 360 VERT(TL): 0.015 C 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.218 Max BC CSI: 0.172 Max Web CSI: 0.096 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T124 Ply: 1 Qty: 2 SEQN: 262659 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T124 DrwNo: 238.21.1449.15200 CAT / BAF 08/26/2021 7'7"3 3'9"10 3'9"10 7'7"3 3'9"10 3'9"10 3'9"10 7'7"3 3'9"10 0"43'9"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /1 /11 Wind reactions based on MWFRS C Brg Width = 63.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.072 Max Web CSI: 0.043 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T125 Ply: 1 Qty: 2 SEQN: 262660 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T125 DrwNo: 238.21.1449.17283 CAT / BAF 08/26/2021 5'3"3 2'7"10 2'7"10 5'3"3 2'7"10 2'7"10 2'7"10 5'3"3 2'7"10 0"42'7"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /1 /11 Wind reactions based on MWFRS C Brg Width = 63.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.003 C - - Creep Factor: 2.0 Max TC CSI: 0.083 Max BC CSI: 0.072 Max Web CSI: 0.043 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T125 Ply: 1 Qty: 2 SEQN: 262660 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T125 DrwNo: 238.21.1449.17283 CAT / BAF 08/26/2021 5'3"3 2'7"10 2'7"10 5'3"3 2'7"10 2'7"10 2'7"10 5'3"3 2'7"10 0"42'7"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x6 SP #1; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 35 17.90 27.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1891 /- /- /1071 /25 /251 K 1911 /- /- /1031 /19 /- Wind reactions based on MWFRS U Brg Width = 5.5 Min Req = 2.2 K Brg Width = 3.5 Min Req = 2.3 Bearings U & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 134 - 433 C - D 362 -2645 D - E 377 -2535 E - F 375 -2143 F - G 391 - 2120 Chords Tens. Comp. G - H 391 - 2123 H - I 392 -2423 I - J 401 - 2959 J - K 384 -3132 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 2243 - 247 T - S 2121 - 188 S - R 2121 - 188 P - O 1968 - 132 Chords Tens. Comp. O - N 2364 - 203 N - M 2364 - 203 M - K 2614 - 260 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 149 - 433 U - C 236 -2426 E - R 131 - 656 R - F 34 -944 R - P 2323 - 148 Webs Tens. Comp. F - P 1786 - 168 G - P 107 - 569 P - H 378 -107 H - O 610 -49 O - I 115 - 615 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.29 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.180 G 999 360 VERT(TL): 0.542 G 950 240 HORZ(LL): 0.101 K - - HORZ(TL): 0.305 K - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.932 Max Web CSI: 0.962 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T126 Ply: 1 Qty: 6 SEQN: 262443 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T126 DrwNo: 238.21.1449.24217 CAT / BAF 08/26/2021 T3 W1 W5 W6 W7 W9 W10 W11 42'11" 6'2"2 6'2"2 11'10"12 5'8"10 17'10"14 6'0"2 20'4" 2'5"2 27'7"2 7'3"2 32'8"7 5'1"5 37'9"11 5'1"5 42'11" 5'1"5 9'0"7 9'0"7 17'10"14 8'10"7 20'4" 2'5"2 27'7"2 7'3"2 35'3"1 7'7"15 42'11" 7'7"151'0"8 10"8 1'1"13 2'7"1411'7"2(a) (a) (a) (a) A B C D E FG H I J K L MNOP QRSTU 7 12 2X6 4X7 4X5 3X5 3X5 3X5 3X5 5X10 5X6 2X6 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; T3 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W1 2x6 SP #1; W5,W6,W7,W9,W10,W11 2x4 SP #2;Rt Stub Wedge: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 35 17.90 27.60Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL U 1891 /- /- /1071 /25 /251 K 1911 /- /- /1031 /19 /- Wind reactions based on MWFRS U Brg Width = 5.5 Min Req = 2.2 K Brg Width = 3.5 Min Req = 2.3 Bearings U & K are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 134 - 433 C - D 362 -2645 D - E 377 -2535 E - F 375 -2143 F - G 391 - 2120 Chords Tens. Comp. G - H 391 - 2123 H - I 392 -2423 I - J 401 - 2959 J - K 384 -3132 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. U - T 2243 - 247 T - S 2121 - 188 S - R 2121 - 188 P - O 1968 - 132 Chords Tens. Comp. O - N 2364 - 203 N - M 2364 - 203 M - K 2614 - 260 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - U 149 - 433 U - C 236 -2426 E - R 131 - 656 R - F 34 -944 R - P 2323 - 148 Webs Tens. Comp. F - P 1786 - 168 G - P 107 - 569 P - H 378 -107 H - O 610 -49 O - I 115 - 615 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.31 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.29 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.180 G 999 360 VERT(TL): 0.542 G 950 240 HORZ(LL): 0.101 K - - HORZ(TL): 0.305 K - - Creep Factor: 2.0 Max TC CSI: 0.992 Max BC CSI: 0.932 Max Web CSI: 0.962 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T126 Ply: 1 Qty: 6 SEQN: 262443 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T126 DrwNo: 238.21.1449.24217 CAT / BAF 08/26/2021 T3 W1 W5 W6 W7 W9 W10 W11 42'11" 6'2"2 6'2"2 11'10"12 5'8"10 17'10"14 6'0"2 20'4" 2'5"2 27'7"2 7'3"2 32'8"7 5'1"5 37'9"11 5'1"5 42'11" 5'1"5 9'0"7 9'0"7 17'10"14 8'10"7 20'4" 2'5"2 27'7"2 7'3"2 35'3"1 7'7"15 42'11" 7'7"151'0"8 10"8 1'1"13 2'7"1411'7"2(a) (a) (a) (a) A B C D E FG H I J K L MNOP QRSTU 7 12 2X6 4X7 4X5 3X5 3X5 3X5 3X5 5X10 5X6 2X6 7X82X3 5X6 3X5 H0308 3X5 3X5 2X3 6X8(G7) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.53 27.22 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 1800 /- /- /1001 /21 /243 L 1905 /- /- /1036 /22 /- Wind reactions based on MWFRS T Brg Width = - Min Req = - L Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 487 -2524 C - D 505 -2431 D - E 490 -2078 E - F 463 -1650 Chords Tens. Comp. F - G 464 - 1650 G - H 475 - 1939 H - I 437 -2046 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2098 - 344 S - R 2028 - 272R - Q 2028 - 272 Q - P 1652 - 181 Chords Tens. Comp. P - O 1555 - 169 O - N 1723 - 225N - M 1723 - 225 M - L 1526 - 223 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. T - B 391 - 2547 D - Q 159 -616 Q - E 640 - 103 F - P 103 - 467 Webs Tens. Comp. P - G 391 -83 G - O 397 - 69 I - L 327 - 2230 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 Q 999 360 VERT(TL): 0.350 Q 999 240 HORZ(LL): 0.062 L - - HORZ(TL): 0.187 L - - Creep Factor: 2.0 Max TC CSI: 0.982 Max BC CSI: 0.960 Max Web CSI: 0.730 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T127 Ply: 1 Qty: 1 SEQN: 262805 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T127 DrwNo: 238.21.1449.30120 CAT / BAF 08/26/2021 W1 W2 W3 W13 W14 W15 42'3"8 5'10"2 5'10"2 11'8"4 5'10"2 17'6"6 5'10"2 22'4"8 4'10"2 27'2"10 4'10"2 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 8'9"3 8'9"3 17'6"6 8'9"3 22'4"8 4'10"2 27'2"10 4'10"2 34'9"1 7'6"7 42'3"8 7'6"7 1'3" 1'4"7 2'9"1011'7"2(a) (b) (a)(a) (b)(b) (a)A B C D EFG H I J K LMNOPQRST 7 12 2X3 4X7 3X8 3X5 3X5 3X5 H0308 3X5 5X6 2X3 3X7 5X6 3X53X7 3X5 3X5 3X7 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W3,W13,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 50 17.53 27.22 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 1800 /- /- /1001 /21 /243 L 1905 /- /- /1036 /22 /- Wind reactions based on MWFRS T Brg Width = - Min Req = - L Brg Width = - Min Req = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 487 -2524 C - D 505 -2431 D - E 490 -2078 E - F 463 -1650 Chords Tens. Comp. F - G 464 - 1650 G - H 475 - 1939 H - I 437 -2046 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. T - S 2098 - 344 S - R 2028 - 272R - Q 2028 - 272 Q - P 1652 - 181 Chords Tens. Comp. P - O 1555 - 169 O - N 1723 - 225N - M 1723 - 225 M - L 1526 - 223 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. T - B 391 - 2547 D - Q 159 -616 Q - E 640 - 103 F - P 103 - 467 Webs Tens. Comp. P - G 391 -83 G - O 397 - 69 I - L 327 - 2230 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.72 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.23 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.116 Q 999 360 VERT(TL): 0.350 Q 999 240 HORZ(LL): 0.062 L - - HORZ(TL): 0.187 L - - Creep Factor: 2.0 Max TC CSI: 0.982 Max BC CSI: 0.960 Max Web CSI: 0.730 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T127 Ply: 1 Qty: 1 SEQN: 262805 SPEC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T127 DrwNo: 238.21.1449.30120 CAT / BAF 08/26/2021 W1 W2 W3 W13 W14 W15 42'3"8 5'10"2 5'10"2 11'8"4 5'10"2 17'6"6 5'10"2 22'4"8 4'10"2 27'2"10 4'10"2 32'2"15 5'0"5 37'3"3 5'0"5 42'3"8 5'0"5 8'9"3 8'9"3 17'6"6 8'9"3 22'4"8 4'10"2 27'2"10 4'10"2 34'9"1 7'6"7 42'3"8 7'6"7 1'3" 1'4"7 2'9"1011'7"2(a) (b) (a)(a) (b)(b) (a)A B C D EFG H I J K LMNOPQRST 7 12 2X3 4X7 3X8 3X5 3X5 3X5 H0308 3X5 5X6 2X3 3X7 5X6 3X53X7 3X5 3X5 3X7 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A - /-157 /- /52 /82 /68 B* 152 /- /- /56 /22 /- E - /-155 /- /31 /48 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 96.0 Min Req = - E Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.009 B 999 240 HORZ(LL): -0.001 D - - HORZ(TL): -0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.394 Max BC CSI: 0.142 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T128 Ply: 1 Qty: 10 SEQN: 262517 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T128 DrwNo: 238.21.1450.12117 CAT / BAF 08/26/2021 10"3 7'11"15 10"3 10"3 10"3 4'10"2 4' 8'10"2 4' 9'8"5 10"3 10"3 10"3 4'10"2 4' 8'10"2 4' 9'8"5 10"32'8"51"10 2'9"15A B C D E 7 12 4X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Refer to DWG PB115101217 for piggyback details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL A - /-157 /- /52 /82 /68 B* 152 /- /- /56 /22 /- E - /-155 /- /31 /48 /- Wind reactions based on MWFRS A Brg Width = 6.9 Min Req = 1.5 B Brg Width = 96.0 Min Req = - E Brg Width = 6.9 Min Req = 1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.13 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.009 B 999 240 HORZ(LL): -0.001 D - - HORZ(TL): -0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.394 Max BC CSI: 0.142 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T128 Ply: 1 Qty: 10 SEQN: 262517 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T128 DrwNo: 238.21.1450.12117 CAT / BAF 08/26/2021 10"3 7'11"15 10"3 10"3 10"3 4'10"2 4' 8'10"2 4' 9'8"5 10"3 10"3 10"3 4'10"2 4' 8'10"2 4' 9'8"5 10"32'8"51"10 2'9"15A B C D E 7 12 4X4 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 11.17BC: From 0 plf at -1.89 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 11.17TC: 104 lb Conc. Load at 2.75TC: 247 lb Conc. Load at 5.58TC: 376 lb Conc. Load at 8.41BC: 77 lb Conc. Load at 2.75 BC: 160 lb Conc. Load at 5.58BC: 245 lb Conc. Load at 8.41 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 575 /- /- /- /376 /- F 746 /- /- /- /374 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 270 - 445 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - I 311 - 560 B - H 414 - 250 Webs Tens. Comp. C - G 355 -589 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.009 E 227 360 VERT(TL): -0.028 E 73 240 HORZ(LL): -0.010 E - - HORZ(TL): -0.030 E - - Creep Factor: 2.0 Max TC CSI: 0.915 Max BC CSI: 0.307 Max Web CSI: 0.567 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T129 Ply: 1 Qty: 1 SEQN: 263010 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T129 DrwNo: 238.21.1450.20080 CAT / BAF 08/26/2021 11'2" 5'7" 5'7" 10'11"14 5'4"14 11'2" 2"2 5'7"5'7"10'11"145'4"14 11'2"2"2 1'9"23'9"511'8"1(a) (b) A B C DE FGHI 8.49 12 3X5 3X7 3X5 3X5 2X3 4X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 11.17BC: From 0 plf at -1.89 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 11.17TC: 104 lb Conc. Load at 2.75TC: 247 lb Conc. Load at 5.58TC: 376 lb Conc. Load at 8.41BC: 77 lb Conc. Load at 2.75 BC: 160 lb Conc. Load at 5.58BC: 245 lb Conc. Load at 8.41 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 575 /- /- /- /376 /- F 746 /- /- /- /374 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 270 - 445 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - I 311 - 560 B - H 414 - 250 Webs Tens. Comp. C - G 355 -589 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.009 E 227 360 VERT(TL): -0.028 E 73 240 HORZ(LL): -0.010 E - - HORZ(TL): -0.030 E - - Creep Factor: 2.0 Max TC CSI: 0.915 Max BC CSI: 0.307 Max Web CSI: 0.567 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T129 Ply: 1 Qty: 1 SEQN: 263010 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T129 DrwNo: 238.21.1450.20080 CAT / BAF 08/26/2021 11'2" 5'7" 5'7" 10'11"14 5'4"14 11'2" 2"2 5'7"5'7"10'11"145'4"14 11'2"2"2 1'9"23'9"511'8"1(a) (b) A B C DE FGHI 8.49 12 3X5 3X7 3X5 3X5 2X3 4X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 333 /- /- /226 /- /103 D 333 /- /- /244 /144 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 B 999 360 VERT(TL): 0.008 B 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.009 C - - Creep Factor: 2.0 Max TC CSI: 0.313 Max BC CSI: 0.187 Max Web CSI: 0.295 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T130 Ply: 1 Qty: 5 SEQN: 263052 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T130 DrwNo: 238.21.1450.43100 CAT / BAF 08/26/2021 W1 W2 8' 4' 4' 8' 4' 4' 4' 8' 4'7'2"1211'10"12(a)(a)(a) A B C DEF 7 12 3X3 2X3 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 333 /- /- /226 /- /103 D 333 /- /- /244 /144 /- Wind reactions based on MWFRS F Brg Width = - Min Req = - D Brg Width = - Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.65 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 B 999 360 VERT(TL): 0.008 B 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.009 C - - Creep Factor: 2.0 Max TC CSI: 0.313 Max BC CSI: 0.187 Max Web CSI: 0.295 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T130 Ply: 1 Qty: 5 SEQN: 263052 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T130 DrwNo: 238.21.1450.43100 CAT / BAF 08/26/2021 W1 W2 8' 4' 4' 8' 4' 4' 4' 8' 4'7'2"1211'10"12(a)(a)(a) A B C DEF 7 12 3X3 2X3 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /46 /- /9 Wind reactions based on MWFRS C Brg Width = 35.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.57 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.019 Max BC CSI: 0.016 Max Web CSI: 0.017 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T131 Ply: 1 Qty: 2 SEQN: 262661 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T131 DrwNo: 238.21.1450.48023 CAT / BAF 08/26/2021 2'11"3 1'5"10 1'5"10 2'11"3 1'5"10 1'5"10 1'5"10 2'11"3 1'5"10 0"41'5"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /46 /- /9 Wind reactions based on MWFRS C Brg Width = 35.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 29.57 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 C 999 360 VERT(TL): 0.001 C 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.019 Max BC CSI: 0.016 Max Web CSI: 0.017 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T131 Ply: 1 Qty: 2 SEQN: 262661 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T131 DrwNo: 238.21.1450.48023 CAT / BAF 08/26/2021 2'11"3 1'5"10 1'5"10 2'11"3 1'5"10 1'5"10 1'5"10 2'11"3 1'5"10 0"41'5"14A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /61 /2 /19 Wind reactions based on MWFRS C Brg Width = 67.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.010 A - - HORZ(TL): 0.032 A - - Creep Factor: 2.0 Max TC CSI: 0.539 Max BC CSI: 0.409 Max Web CSI: 0.090 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T132 Ply: 1 Qty: 1 SEQN: 262657 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T132 DrwNo: 238.21.1450.50270 CAT / BAF 08/26/2021 5'7"8 5'7"8 5'7"8 0"4 5'7"12A B C 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /61 /2 /19 Wind reactions based on MWFRS C Brg Width = 67.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.82 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.010 A - - HORZ(TL): 0.032 A - - Creep Factor: 2.0 Max TC CSI: 0.539 Max BC CSI: 0.409 Max Web CSI: 0.090 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T132 Ply: 1 Qty: 1 SEQN: 262657 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T132 DrwNo: 238.21.1450.50270 CAT / BAF 08/26/2021 5'7"8 5'7"8 5'7"8 0"4 5'7"12A B C 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /61 /2 /19 Wind reactions based on MWFRS C Brg Width = 53.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 A - - HORZ(TL): 0.016 A - - Creep Factor: 2.0 Max TC CSI: 0.317 Max BC CSI: 0.256 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T133 Ply: 1 Qty: 1 SEQN: 262662 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T133 DrwNo: 238.21.1450.53687 CAT / BAF 08/26/2021 4'5"8 4'5"8 4'5"8 0"4 4'5"12A B C 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /61 /2 /19 Wind reactions based on MWFRS C Brg Width = 53.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.41 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 A - - HORZ(TL): 0.016 A - - Creep Factor: 2.0 Max TC CSI: 0.317 Max BC CSI: 0.256 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T133 Ply: 1 Qty: 1 SEQN: 262662 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T133 DrwNo: 238.21.1450.53687 CAT / BAF 08/26/2021 4'5"8 4'5"8 4'5"8 0"4 4'5"12A B C 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /60 /1 /18 Wind reactions based on MWFRS C Brg Width = 39.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.006 A - - Creep Factor: 2.0 Max TC CSI: 0.148 Max BC CSI: 0.135 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T134 Ply: 1 Qty: 1 SEQN: 262663 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T134 DrwNo: 238.21.1450.58900 CAT / BAF 08/26/2021 3'3"8 3'3"8 3'3"8 0"4 3'3"12A B C 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /60 /1 /18 Wind reactions based on MWFRS C Brg Width = 39.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.99 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.006 A - - Creep Factor: 2.0 Max TC CSI: 0.148 Max BC CSI: 0.135 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T134 Ply: 1 Qty: 1 SEQN: 262663 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T134 DrwNo: 238.21.1450.58900 CAT / BAF 08/26/2021 3'3"8 3'3"8 3'3"8 0"4 3'3"12A B C 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /58 /0 /17 Wind reactions based on MWFRS C Brg Width = 25.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.57 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.052 Max BC CSI: 0.046 Max Web CSI: 0.019 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T135 Ply: 1 Qty: 1 SEQN: 262664 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T135 DrwNo: 238.21.1451.01990 CAT / BAF 08/26/2021 2'1"8 2'1"8 2'1"8 0"4 2'1"12A B C 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /58 /0 /17 Wind reactions based on MWFRS C Brg Width = 25.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 28.57 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.002 A - - Creep Factor: 2.0 Max TC CSI: 0.052 Max BC CSI: 0.046 Max Web CSI: 0.019 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T135 Ply: 1 Qty: 1 SEQN: 262664 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T135 DrwNo: 238.21.1451.01990 CAT / BAF 08/26/2021 2'1"8 2'1"8 2'1"8 0"4 2'1"12A B C 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4,W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 895 /- /- /486 /66 /143 G 982 /- /- /545 /76 /- Wind reactions based on MWFRS K Brg Width = - Min Req = - G Brg Width = 3.5 Min Req = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 188 - 794 Chords Tens. Comp. C - D 188 -790 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. K - J 619 -48 J - I 531 0 Chords Tens. Comp. I - H 531 0 H - G 613 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 80 -914 Webs Tens. Comp. D - G 60 -910 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 J 999 360 VERT(TL): 0.055 J 999 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.032 E - - Creep Factor: 2.0 Max TC CSI: 0.440 Max BC CSI: 0.509 Max Web CSI: 0.724 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T136 Ply: 1 Qty: 2 SEQN: 263086 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T136 DrwNo: 238.21.1451.24930 CAT / BAF 08/26/2021 W4 W5 21'7" 5'4"12 5'4"12 10'9"8 5'4"12 16'2"4 5'4"12 21'7" 5'4"12 7'2"5 7'2"5 14'4"11 7'2"5 21'7" 7'2"5 1'2"83'3"39'6"12(a)(a) A B C D E F GHIJK 7 12 2X3 3X5 3X5 3X5 4X4 3X5 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4,W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL K 895 /- /- /486 /66 /143 G 982 /- /- /545 /76 /- Wind reactions based on MWFRS K Brg Width = - Min Req = - G Brg Width = 3.5 Min Req = 1.5 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 188 - 794 Chords Tens. Comp. C - D 188 -790 Maximum Bot Chord Forces Per Ply (lbs)Chords Tens.Comp. K - J 619 -48 J - I 531 0 Chords Tens. Comp. I - H 531 0 H - G 613 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - B 80 -914 Webs Tens. Comp. D - G 60 -910 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.018 J 999 360 VERT(TL): 0.055 J 999 240 HORZ(LL): 0.010 E - - HORZ(TL): 0.032 E - - Creep Factor: 2.0 Max TC CSI: 0.440 Max BC CSI: 0.509 Max Web CSI: 0.724 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T136 Ply: 1 Qty: 2 SEQN: 263086 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T136 DrwNo: 238.21.1451.24930 CAT / BAF 08/26/2021 W4 W5 21'7" 5'4"12 5'4"12 10'9"8 5'4"12 16'2"4 5'4"12 21'7" 5'4"12 7'2"5 7'2"5 14'4"11 7'2"5 21'7" 7'2"5 1'2"83'3"39'6"12(a)(a) A B C D E F GHIJK 7 12 2X3 3X5 3X5 3X5 4X4 3X5 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 262 /- /- /150 /- /67 D81 /- /- /73 /41 /- C 112 /- /- /50 /34 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.013 E 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.255 Max BC CSI: 0.176 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T137 Ply: 1 Qty: 2 SEQN: 263089 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T137 DrwNo: 238.21.1451.31443 CAT / BAF 08/26/2021 3'8"13 3'8"13 4'0"5 3"81'2"83'3"35'7"6A B C DEF 7 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 262 /- /- /150 /- /67 D81 /- /- /73 /41 /- C 112 /- /- /50 /34 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.013 E 999 240 HORZ(LL): 0.002 B - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.255 Max BC CSI: 0.176 Max Web CSI: 0.050 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T137 Ply: 1 Qty: 2 SEQN: 263089 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T137 DrwNo: 238.21.1451.31443 CAT / BAF 08/26/2021 3'8"13 3'8"13 4'0"5 3"81'2"83'3"35'7"6A B C DEF 7 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /50 /15 /13 Wind reactions based on MWFRS C Brg Width = 139 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 C 999 360 VERT(TL): 0.074 C 999 240 HORZ(LL): -0.014 C - - HORZ(TL): -0.049 C - - Creep Factor: 2.0 Max TC CSI: 0.625 Max BC CSI: 0.454 Max Web CSI: 0.196 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T138 Ply: 1 Qty: 2 SEQN: 262627 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T138 DrwNo: 238.21.1451.44700 CAT / BAF 08/26/2021 11'7"11 5'6"1 5'6"1 11'7"11 6'1"10 5'6"1 5'6"1 11'7"11 6'1"10 7"12 0"46'1"14A B C D 12 12 3X7(B4) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /50 /15 /13 Wind reactions based on MWFRS C Brg Width = 139 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.022 C 999 360 VERT(TL): 0.074 C 999 240 HORZ(LL): -0.014 C - - HORZ(TL): -0.049 C - - Creep Factor: 2.0 Max TC CSI: 0.625 Max BC CSI: 0.454 Max Web CSI: 0.196 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T138 Ply: 1 Qty: 2 SEQN: 262627 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T138 DrwNo: 238.21.1451.44700 CAT / BAF 08/26/2021 11'7"11 5'6"1 5'6"1 11'7"11 6'1"10 5'6"1 5'6"1 11'7"11 6'1"10 7"12 0"46'1"14A B C D 12 12 3X7(B4) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 224 /- /- /187 /- /82 D 51 /- /- /113 /105 /- C67 /- /- /41 /33 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.004 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.087 Max Web CSI: 0.083 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T139 Ply: 1 Qty: 2 SEQN: 263095 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T139 DrwNo: 238.21.1452.11013 CAT / BAF 08/26/2021 2'3"6 2'3"6 2'6"14 3"81'2"83'9"146'4"12A B C DEF 12 12 3X5 2X3 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 224 /- /- /187 /- /82 D 51 /- /- /113 /105 /- C67 /- /- /41 /33 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.004 E 999 240 HORZ(LL): -0.005 C - - HORZ(TL): -0.008 C - - Creep Factor: 2.0 Max TC CSI: 0.133 Max BC CSI: 0.087 Max Web CSI: 0.083 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T139 Ply: 1 Qty: 2 SEQN: 263095 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T139 DrwNo: 238.21.1452.11013 CAT / BAF 08/26/2021 2'3"6 2'3"6 2'6"14 3"81'2"83'9"146'4"12A B C DEF 12 12 3X5 2X3 5X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 190 /- /- /181 /23 /56 D 26 /- /- /133 /133 /- C13 /- /- /21 /12 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.009 C - - HORZ(TL): -0.015 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.120 Max Web CSI: 0.128 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T140 Ply: 1 Qty: 2 SEQN: 263092 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T140 DrwNo: 238.21.1452.40557 CAT / BAF 08/26/2021 1'1"6 1'1"6 1'4"14 3"8 1'2"83'9"145'2"12A B C DEF 12 12 3X5 2X6 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 190 /- /- /181 /23 /56 D 26 /- /- /133 /133 /- C13 /- /- /21 /12 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.009 C - - HORZ(TL): -0.015 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.120 Max Web CSI: 0.128 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T140 Ply: 1 Qty: 2 SEQN: 263092 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T140 DrwNo: 238.21.1452.40557 CAT / BAF 08/26/2021 1'1"6 1'1"6 1'4"14 3"8 1'2"83'9"145'2"12A B C DEF 12 12 3X5 2X6 5X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 2.85TC: From 31 plf at 2.85 to 31 plf at 5.16TC: From 62 plf at 5.16 to 62 plf at 7.42BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.85BC: From 10 plf at 2.85 to 10 plf at 5.16BC: From 20 plf at 5.16 to 20 plf at 7.42TC: 13 lb Conc. Load at 2.85TC: 112 lb Conc. Load at 3.56TC: 67 lb Conc. Load at 5.16BC: 26 lb Conc. Load at 2.85BC: 81 lb Conc. Load at 3.56BC: 51 lb Conc. Load at 5.16 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 610 /- /- /- /235 /- F 426 /- /- /- /205 /- Wind reactions based on MWFRS I Brg Width = 6.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 239 - 579 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 H 999 360 VERT(TL): 0.008 H 999 240 HORZ(LL): -0.003 E - - HORZ(TL): -0.008 E - - Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.074 Max Web CSI: 0.200 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T141 Ply: 1 Qty: 2 SEQN: 263105 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T141 DrwNo: 238.21.1452.45880 CAT / BAF 08/26/2021 7'5"1 3'7"7 3'7"7 7'2"15 3'7"7 7'5"1 2"2 3'7"7 3'7"7 7'2"15 3'7"7 7'5"1 2"2 2'6"43'9"37'6"1A B C DE FGHI 6.05 12 3X5 3X7 3X5 3X5 2X3 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 2.85TC: From 31 plf at 2.85 to 31 plf at 5.16TC: From 62 plf at 5.16 to 62 plf at 7.42BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 20 plf at 0.00 to 20 plf at 2.85BC: From 10 plf at 2.85 to 10 plf at 5.16BC: From 20 plf at 5.16 to 20 plf at 7.42TC: 13 lb Conc. Load at 2.85TC: 112 lb Conc. Load at 3.56TC: 67 lb Conc. Load at 5.16BC: 26 lb Conc. Load at 2.85BC: 81 lb Conc. Load at 3.56BC: 51 lb Conc. Load at 5.16 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 610 /- /- /- /235 /- F 426 /- /- /- /205 /- Wind reactions based on MWFRS I Brg Width = 6.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - I 239 - 579 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 H 999 360 VERT(TL): 0.008 H 999 240 HORZ(LL): -0.003 E - - HORZ(TL): -0.008 E - - Creep Factor: 2.0 Max TC CSI: 0.435 Max BC CSI: 0.074 Max Web CSI: 0.200 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T141 Ply: 1 Qty: 2 SEQN: 263105 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T141 DrwNo: 238.21.1452.45880 CAT / BAF 08/26/2021 7'5"1 3'7"7 3'7"7 7'2"15 3'7"7 7'5"1 2"2 3'7"7 3'7"7 7'2"15 3'7"7 7'5"1 2"2 2'6"43'9"37'6"1A B C DE FGHI 6.05 12 3X5 3X7 3X5 3X5 2X3 4X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 356 /- /- /213 /- /99 D 259 /- /- /188 /88 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.761 Max BC CSI: 0.469 Max Web CSI: 0.258 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T142 Ply: 1 Qty: 3 SEQN: 263020 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T142 DrwNo: 238.21.1453.06637 CAT / BAF 08/26/2021 6'5" 6'5" 6'5"1'2"83'3"37'0"2A B C DE 7 12 3X5 2X3 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 356 /- /- /213 /- /99 D 259 /- /- /188 /88 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 C 999 360 VERT(TL): 0.003 C 999 240 HORZ(LL): -0.002 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.761 Max BC CSI: 0.469 Max Web CSI: 0.258 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T142 Ply: 1 Qty: 3 SEQN: 263020 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T142 DrwNo: 238.21.1453.06637 CAT / BAF 08/26/2021 6'5" 6'5" 6'5"1'2"83'3"37'0"2A B C DE 7 12 3X5 2X3 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 7.36TC: From 32 plf at 7.36 to 32 plf at 14.22TC: From 63 plf at 14.22 to 63 plf at 22.79 BC: From 20 plf at 0.00 to 20 plf at 7.39BC: From 10 plf at 7.39 to 10 plf at 14.19BC: From 20 plf at 14.19 to 20 plf at 21.58BC: From 5 plf at 21.58 to 5 plf at 22.79BC: 577 lb Conc. Load at 7.39,14.19BC: 151 lb Conc. Load at 9.43,10.79,12.16 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 82 7.36 14.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 1555 /- /- /- /622 /- F 1642 /- /- /- /643 /- Wind reactions based on MWFRS J Brg Width = - Min Req = - F Brg Width = 3.5 Min Req = 1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 386 - 834 B - C 320 - 670 Chords Tens. Comp. C - D 389 -837 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 665 - 316 Chords Tens. Comp. H - G 665 -316 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 345 - 768 A - I 711 - 345 Webs Tens. Comp. G - D 713 - 346 D - F 355 -809 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 I 999 360 VERT(TL): 0.051 I 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.576 Max BC CSI: 0.308 Max Web CSI: 0.175 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T143 Ply: 2 Qty: 1 SEQN: 263109 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T143 DrwNo: 238.21.1453.12960 CAT / BAF 08/26/2021 2 Complete Trusses Required 21'7" 7'4"6 7'4"6 14'2"10 6'10"5 21'7" 7'4"6 7'4"6 7'4"6 14'2"10 6'10"5 21'7" 7'4"6 1'2"83'3"37'6"12A BC D E FGHIJ 7 12 3X5 3X8 3X5 4X5 4X4 4X5 3X7 3X5 3X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 7.36TC: From 32 plf at 7.36 to 32 plf at 14.22TC: From 63 plf at 14.22 to 63 plf at 22.79 BC: From 20 plf at 0.00 to 20 plf at 7.39BC: From 10 plf at 7.39 to 10 plf at 14.19BC: From 20 plf at 14.19 to 20 plf at 21.58BC: From 5 plf at 21.58 to 5 plf at 22.79BC: 577 lb Conc. Load at 7.39,14.19BC: 151 lb Conc. Load at 9.43,10.79,12.16 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 82 7.36 14.22Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL J 1555 /- /- /- /622 /- F 1642 /- /- /- /643 /- Wind reactions based on MWFRS J Brg Width = - Min Req = - F Brg Width = 3.5 Min Req = 1.5 Bearing F is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 386 - 834 B - C 320 - 670 Chords Tens. Comp. C - D 389 -837 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 665 - 316 Chords Tens. Comp. H - G 665 -316 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - J 345 - 768 A - I 711 - 345 Webs Tens. Comp. G - D 713 - 346 D - F 355 -809 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017 I 999 360 VERT(TL): 0.051 I 999 240 HORZ(LL): 0.003 B - - HORZ(TL): 0.010 B - - Creep Factor: 2.0 Max TC CSI: 0.576 Max BC CSI: 0.308 Max Web CSI: 0.175 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T143 Ply: 2 Qty: 1 SEQN: 263109 HIPS FROM: GAH Cust: R 7124 JRef:1X8a71240003 T143 DrwNo: 238.21.1453.12960 CAT / BAF 08/26/2021 2 Complete Trusses Required 21'7" 7'4"6 7'4"6 14'2"10 6'10"5 21'7" 7'4"6 7'4"6 7'4"6 14'2"10 6'10"5 21'7" 7'4"6 1'2"83'3"37'6"12A BC D E FGHIJ 7 12 3X5 3X8 3X5 4X5 4X4 4X5 3X7 3X5 3X8 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP SS Dense;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 143 /- /- /88 /- /25 Wind reactions based on MWFRS D Brg Width = 38.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 427 - 354 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 B - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.212 Max BC CSI: 0.111 Max Web CSI: 0.199 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T144 Ply: 1 Qty: 1 SEQN: 263079 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T144 DrwNo: 238.21.1453.57347 CAT / BAF 08/26/2021 3'2"3 3'2"3 3'2"3 2'4"8 0"4 3'2"75'6"15A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP SS Dense;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 143 /- /- /88 /- /25 Wind reactions based on MWFRS D Brg Width = 38.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 427 - 354 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.69 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.001 B - - HORZ(TL): 0.003 B - - Creep Factor: 2.0 Max TC CSI: 0.212 Max BC CSI: 0.111 Max Web CSI: 0.199 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T144 Ply: 1 Qty: 1 SEQN: 263079 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T144 DrwNo: 238.21.1453.57347 CAT / BAF 08/26/2021 3'2"3 3'2"3 3'2"3 2'4"8 0"4 3'2"75'6"15A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W1 2x4 SP SS Dense; W2,W4 2x4 SP #1; W5 2x12 SP 2400f-2.0E;Rt Bearing Leg: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach to each web ply with 10d Box orGun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each rowto avoid splitting. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 84 3.19 11.19Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes * WARNING* A reaction exceeds 20000 lbs. The maximum concentrated load is 20010# Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 20442 /- /- /- /3694 /- J 11967 /- /- /- /1262 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req = 1.9 J Brg Width = 3.5 Min Req = 1.5 Bearings T & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 896 -4965 C - D 865 -4835 D - E 856 -5243 E - F 698 -4656 Chords Tens. Comp. F - G 364 - 2857 G - H 363 - 2860 H - I 312 -2680 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 3560 - 641R - Q 4915 - 857 Q - P 5185 - 841 Chords Tens. Comp. P - O 5185 - 841O - N 4655 - 698 N - M 1917 - 221 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - T 1294 - 7169 B - S 4972 - 897 S - C 308 -1814 C - R 5226 - 918 R - D 0 -577 D - Q 863 0 Q - E 1277 - 350 E - O 390 -1436 Webs Tens. Comp. F - O 1395 - 321 F - N 727 - 4322 G - N 3819 - 475 H - M 148 -451 M - I 2326 - 268 J - L 500 -12 I - J 862 - 3391 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.29 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): 18SS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.119 Q 999 360 VERT(TL): 0.365 Q 780 240 HORZ(LL): -0.050 H - - HORZ(TL): -0.152 H - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.486 Max Web CSI: 0.994 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T145 Ply: 3 Qty: 1 SEQN: 263135 COMN FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T145 DrwNo: 238.21.1454.54220 CAT / BAF 08/26/2021 3 Complete Trusses Required W1 W2 W4 W5 23'11" 3'2"4 3'2"4 5'2"12 2'0"8 8'5"5 3'2"9 11'2"4 2'8"15 15'11"8 4'9"4 19'7"10 3'8"2 23'7"8 3'11"14 23'11" 3"8 3"8 3"8 3'2"4 2'10"12 5'2"12 2'0"8 8'5"5 3'2"9 11'2"4 2'8"15 15'11"8 4'9"4 19'7"10 3'8"2 23'7"8 3'11"14 23'11" 3"8 1'2"8 2'3'9"141'9"147'0"211'9"6(a) (a) A B CD E F G H I J KLMNOPQRST 12 12SS0712 5X7 8X12 10X12 SS1319 3X12 8X14 4X4 10X12 6X10 4X4 4X7 8X10 3X5 6X8 SS0615 2X6 4X14 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W1 2x4 SP SS Dense; W2,W4 2x4 SP #1; W5 2x12 SP 2400f-2.0E;Rt Bearing Leg: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach to each web ply with 10d Box orGun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 3 Rows @ 3.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each rowto avoid splitting. Plating Notes (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 84 3.19 11.19Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes * WARNING* A reaction exceeds 20000 lbs. The maximum concentrated load is 20010# Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL T 20442 /- /- /- /3694 /- J 11967 /- /- /- /1262 /- Wind reactions based on MWFRS T Brg Width = 3.5 Min Req = 1.9 J Brg Width = 3.5 Min Req = 1.5 Bearings T & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 896 -4965 C - D 865 -4835 D - E 856 -5243 E - F 698 -4656 Chords Tens. Comp. F - G 364 - 2857 G - H 363 - 2860 H - I 312 -2680 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. S - R 3560 - 641R - Q 4915 - 857 Q - P 5185 - 841 Chords Tens. Comp. P - O 5185 - 841O - N 4655 - 698 N - M 1917 - 221 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - T 1294 - 7169 B - S 4972 - 897 S - C 308 -1814 C - R 5226 - 918 R - D 0 -577 D - Q 863 0 Q - E 1277 - 350 E - O 390 -1436 Webs Tens. Comp. F - O 1395 - 321 F - N 727 - 4322 G - N 3819 - 475 H - M 148 -451 M - I 2326 - 268 J - L 500 -12 I - J 862 - 3391 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.29 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): 18SS, WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.119 Q 999 360 VERT(TL): 0.365 Q 780 240 HORZ(LL): -0.050 H - - HORZ(TL): -0.152 H - - Creep Factor: 2.0 Max TC CSI: 0.987 Max BC CSI: 0.486 Max Web CSI: 0.994 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T145 Ply: 3 Qty: 1 SEQN: 263135 COMN FROM: GAH Page 1 of 2 Cust: R 7124 JRef:1X8a71240003 T145 DrwNo: 238.21.1454.54220 CAT / BAF 08/26/2021 3 Complete Trusses Required W1 W2 W4 W5 23'11" 3'2"4 3'2"4 5'2"12 2'0"8 8'5"5 3'2"9 11'2"4 2'8"15 15'11"8 4'9"4 19'7"10 3'8"2 23'7"8 3'11"14 23'11" 3"8 3"8 3"8 3'2"4 2'10"12 5'2"12 2'0"8 8'5"5 3'2"9 11'2"4 2'8"15 15'11"8 4'9"4 19'7"10 3'8"2 23'7"8 3'11"14 23'11" 3"8 1'2"8 2'3'9"141'9"147'0"211'9"6(a) (a) A B CD E F G H I J KLMNOPQRST 12 12SS0712 5X7 8X12 10X12 SS1319 3X12 8X14 4X4 10X12 6X10 4X4 4X7 8X10 3X5 6X8 SS0615 2X6 4X14 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.50 to 68 plf at 2.90TC: From 34 plf at 2.90 to 34 plf at 7.58TC: From 68 plf at 7.58 to 68 plf at 23.62BC: From 6 plf at -1.50 to 6 plf at -0.29BC: From 20 plf at 0.00 to 20 plf at 2.93BC: From 10 plf at 2.93 to 10 plf at 16.06BC: From 20 plf at 16.06 to 20 plf at 16.12BC: From 816 plf at 16.12 to 816 plf at 23.04BC: From 20 plf at 23.04 to 20 plf at 23.33BC: 557 lb Conc. Load at 2.93BC: 20010 lb Conc. Load at 4.94BC: 359 lb Conc. Load at 6.06BC: 259 lb Conc. Load at 6.96BC: 1933 lb Conc. Load at 7.58BC: 333 lb Conc. Load at 8.06,10.06,12.06,14.0616.06 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T145 Ply: 3 Qty: 1 SEQN: 263135 COMN FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T145 DrwNo: 238.21.1454.54220 CAT / BAF 08/26/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at -1.50 to 68 plf at 2.90TC: From 34 plf at 2.90 to 34 plf at 7.58TC: From 68 plf at 7.58 to 68 plf at 23.62BC: From 6 plf at -1.50 to 6 plf at -0.29BC: From 20 plf at 0.00 to 20 plf at 2.93BC: From 10 plf at 2.93 to 10 plf at 16.06BC: From 20 plf at 16.06 to 20 plf at 16.12BC: From 816 plf at 16.12 to 816 plf at 23.04BC: From 20 plf at 23.04 to 20 plf at 23.33BC: 557 lb Conc. Load at 2.93BC: 20010 lb Conc. Load at 4.94BC: 359 lb Conc. Load at 6.06BC: 259 lb Conc. Load at 6.96BC: 1933 lb Conc. Load at 7.58BC: 333 lb Conc. Load at 8.06,10.06,12.06,14.0616.06 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T145 Ply: 3 Qty: 1 SEQN: 263135 COMN FROM: GAH Page 2 of 2 Cust: R 7124 JRef:1X8a71240003 T145 DrwNo: 238.21.1454.54220 CAT / BAF 08/26/2021 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 101 /- /- /65 /- /15 Wind reactions based on MWFRS D Brg Width = 24.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.043 Max BC CSI: 0.039 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T146 Ply: 1 Qty: 1 SEQN: 263082 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T146 DrwNo: 238.21.1454.57917 CAT / BAF 08/26/2021 2'0"3 2'0"3 2'0"3 4"8 0"4 2'0"72'4"15A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 101 /- /- /65 /- /15 Wind reactions based on MWFRS D Brg Width = 24.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.27 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.043 Max BC CSI: 0.039 Max Web CSI: 0.025 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T146 Ply: 1 Qty: 1 SEQN: 263082 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T146 DrwNo: 238.21.1454.57917 CAT / BAF 08/26/2021 2'0"3 2'0"3 2'0"3 4"8 0"4 2'0"72'4"15A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 94 /- /- /64 /3 /22 Wind reactions based on MWFRS D Brg Width = 53.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 A - - HORZ(TL): 0.016 A - - Creep Factor: 2.0 Max TC CSI: 0.310 Max BC CSI: 0.253 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T147 Ply: 1 Qty: 1 SEQN: 263144 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T147 DrwNo: 238.21.1455.01220 CAT / BAF 08/26/2021 4'5"6 4'5"6 4'5"6 4"8 0"4 4'5"104'10"2A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 94 /- /- /64 /3 /22 Wind reactions based on MWFRS D Brg Width = 53.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.06 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.005 A - - HORZ(TL): 0.016 A - - Creep Factor: 2.0 Max TC CSI: 0.310 Max BC CSI: 0.253 Max Web CSI: 0.056 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T147 Ply: 1 Qty: 1 SEQN: 263144 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T147 DrwNo: 238.21.1455.01220 CAT / BAF 08/26/2021 4'5"6 4'5"6 4'5"6 4"8 0"4 4'5"104'10"2A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 96 /- /- /64 /4 /23 Wind reactions based on MWFRS D Brg Width = 39.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.64 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.006 A - - Creep Factor: 2.0 Max TC CSI: 0.142 Max BC CSI: 0.132 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T148 Ply: 1 Qty: 1 SEQN: 263147 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T148 DrwNo: 238.21.1455.04177 CAT / BAF 08/26/2021 3'3"6 3'3"6 3'3"6 4"8 0"4 3'3"103'8"2A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 96 /- /- /64 /4 /23 Wind reactions based on MWFRS D Brg Width = 39.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.64 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.006 A - - Creep Factor: 2.0 Max TC CSI: 0.142 Max BC CSI: 0.132 Max Web CSI: 0.046 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T148 Ply: 1 Qty: 1 SEQN: 263147 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T148 DrwNo: 238.21.1455.04177 CAT / BAF 08/26/2021 3'3"6 3'3"6 3'3"6 4"8 0"4 3'3"103'8"2A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 100 /- /- /65 /4 /23 Wind reactions based on MWFRS D Brg Width = 25.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.048 Max BC CSI: 0.043 Max Web CSI: 0.026 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T149 Ply: 1 Qty: 1 SEQN: 263150 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T149 DrwNo: 238.21.1455.06190 CAT / BAF 08/26/2021 2'1"6 2'1"6 2'1"6 4"8 0"4 2'1"102'6"2A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 100 /- /- /65 /4 /23 Wind reactions based on MWFRS D Brg Width = 25.4 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 A - - HORZ(TL): 0.001 A - - Creep Factor: 2.0 Max TC CSI: 0.048 Max BC CSI: 0.043 Max Web CSI: 0.026 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T149 Ply: 1 Qty: 1 SEQN: 263150 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T149 DrwNo: 238.21.1455.06190 CAT / BAF 08/26/2021 2'1"6 2'1"6 2'1"6 4"8 0"4 2'1"102'6"2A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G* 106 /- /- /69 /41 /61 Wind reactions based on MWFRS G Brg Width = 66.3 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 75 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 A 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.007 E - - HORZ(TL): -0.008 E - - Creep Factor: 2.0 Max TC CSI: 0.042 Max BC CSI: 0.066 Max Web CSI: 0.043 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T150 Ply: 1 Qty: 1 SEQN: 263153 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T150 DrwNo: 238.21.1455.15017 CAT / BAF 08/26/2021 5'6"5 1'6"5 1'4"(TYP) 1'2"4 5'6"5 5'6"5 4"8 0"4 5'6"95'11"1A F G 12 12 3X5(D1) 3X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G* 106 /- /- /69 /41 /61 Wind reactions based on MWFRS G Brg Width = 66.3 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 75 -391 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 A 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.007 E - - HORZ(TL): -0.008 E - - Creep Factor: 2.0 Max TC CSI: 0.042 Max BC CSI: 0.066 Max Web CSI: 0.043 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T150 Ply: 1 Qty: 1 SEQN: 263153 GABL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T150 DrwNo: 238.21.1455.15017 CAT / BAF 08/26/2021 5'6"5 1'6"5 1'4"(TYP) 1'2"4 5'6"5 5'6"5 4"8 0"4 5'6"95'11"1A F G 12 12 3X5(D1) 3X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 128 /- /- /82 /- /22 Wind reactions based on MWFRS D Brg Width = 52.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 415 - 367 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.008 A - - Creep Factor: 2.0 Max TC CSI: 0.471 Max BC CSI: 0.163 Max Web CSI: 0.126 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T151 Ply: 1 Qty: 1 SEQN: 263075 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T151 DrwNo: 238.21.1455.19393 CAT / BAF 08/26/2021 4'4"3 4'4"3 4'4"3 2'4"8 0"4 4'4"76'8"15A B C D 12 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D* 128 /- /- /82 /- /22 Wind reactions based on MWFRS D Brg Width = 52.2 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 415 - 367 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.10 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.008 A - - Creep Factor: 2.0 Max TC CSI: 0.471 Max BC CSI: 0.163 Max Web CSI: 0.126 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T151 Ply: 1 Qty: 1 SEQN: 263075 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T151 DrwNo: 238.21.1455.19393 CAT / BAF 08/26/2021 4'4"3 4'4"3 4'4"3 2'4"8 0"4 4'4"76'8"15A B C D 12 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 5.04BC: From 10 plf at 0.00 to 10 plf at 5.04BC: 1555 lb Conc. Load at 0.20 BC: 895 lb Conc. Load at 2.14, 4.14 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 2369 /- /- /- /669 /- C 1372 /- /- /- /128 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.307 Max BC CSI: 0.740 Max Web CSI: 0.087 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T152 Ply: 2 Qty: 1 SEQN: 263112 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T152 DrwNo: 238.21.1455.26237 CAT / BAF 08/26/2021 2 Complete Trusses Required 5'0"8 5'0"8 5'0"83'9"148'10"6A B CD 12 12 3X5 2X3 2X3 3X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 4.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 5.04BC: From 10 plf at 0.00 to 10 plf at 5.04BC: 1555 lb Conc. Load at 0.20 BC: 895 lb Conc. Load at 2.14, 4.14 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL D 2369 /- /- /- /669 /- C 1372 /- /- /- /128 /- Wind reactions based on MWFRS D Brg Width = 3.5 Min Req = 1.5 C Brg Width = - Min Req = - Bearing D is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.000 B - - HORZ(TL): 0.001 B - - Creep Factor: 2.0 Max TC CSI: 0.307 Max BC CSI: 0.740 Max Web CSI: 0.087 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T152 Ply: 2 Qty: 1 SEQN: 263112 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T152 DrwNo: 238.21.1455.26237 CAT / BAF 08/26/2021 2 Complete Trusses Required 5'0"8 5'0"8 5'0"83'9"148'10"6A B CD 12 12 3X5 2X3 2X3 3X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 311 /- /- /288 /- /166 E 315 /- /- /309 /219 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.009 C - - Creep Factor: 2.0 Max TC CSI: 0.408 Max BC CSI: 0.284 Max Web CSI: 0.226 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T153 Ply: 1 Qty: 2 SEQN: 263064 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T153 DrwNo: 238.21.1455.32620 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 1'2"153'9"148'10"610'1"5(a) A B C D EF 12 12 3X5 2X3 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 311 /- /- /288 /- /166 E 315 /- /- /309 /219 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.009 C - - Creep Factor: 2.0 Max TC CSI: 0.408 Max BC CSI: 0.284 Max Web CSI: 0.226 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T153 Ply: 1 Qty: 2 SEQN: 263064 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T153 DrwNo: 238.21.1455.32620 CAT / BAF 08/26/2021 W3 5'0"8 5'0"8 5'0"81'2"8 1'2"153'9"148'10"610'1"5(a) A B C D EF 12 12 3X5 2X3 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 205 /- /- /181 /0 /70 D 39 /- /- /117 /115 /- C44 /- /- /29 /24 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.003 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.099 Max Web CSI: 0.106 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T154 Ply: 1 Qty: 1 SEQN: 263026 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T154 DrwNo: 238.21.1455.37430 CAT / BAF 08/26/2021 1'8"12 1'8"12 2'0"4 3"8 1'2"83'9"145'10"2A B C DEF 12 12 3X5 2X3 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 205 /- /- /181 /0 /70 D 39 /- /- /117 /115 /- C44 /- /- /29 /24 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.003 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.099 Max Web CSI: 0.106 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T154 Ply: 1 Qty: 1 SEQN: 263026 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T154 DrwNo: 238.21.1455.37430 CAT / BAF 08/26/2021 1'8"12 1'8"12 2'0"4 3"8 1'2"83'9"145'10"2A B C DEF 12 12 3X5 2X3 5X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 190 /- /- /202 /64 /- D 17 /- /- /11 /- /- C - /-34 /- /51 /90 /44 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.007 Max Web CSI: 0.063 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T155 Ply: 1 Qty: 1 SEQN: 263029 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T155 DrwNo: 238.21.1455.41097 CAT / BAF 08/26/2021 10"4 10"41'2"83'9"144'8"2A B C DE 12 12 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 190 /- /- /202 /64 /- D 17 /- /- /11 /- /- C - /-34 /- /51 /90 /44 Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 B 999 360 VERT(TL): 0.002 B 999 240 HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.007 Max Web CSI: 0.063 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T155 Ply: 1 Qty: 1 SEQN: 263029 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T155 DrwNo: 238.21.1455.41097 CAT / BAF 08/26/2021 10"4 10"41'2"83'9"144'8"2A B C DE 12 12 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 226 /- /- /125 /- /55 D62 /- /- /64 /46 /- C80 /- /- /34 /25 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.127 Max BC CSI: 0.100 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T156 Ply: 1 Qty: 1 SEQN: 263023 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T156 DrwNo: 238.21.1455.43107 CAT / BAF 08/26/2021 2'9"7 2'9"7 3'0"15 3"81'2"83'3"35'0"12A B C DEF 7 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 226 /- /- /125 /- /55 D62 /- /- /64 /46 /- C80 /- /- /34 /25 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.002 C - - HORZ(TL): 0.006 B - - Creep Factor: 2.0 Max TC CSI: 0.127 Max BC CSI: 0.100 Max Web CSI: 0.045 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T156 Ply: 1 Qty: 1 SEQN: 263023 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T156 DrwNo: 238.21.1455.43107 CAT / BAF 08/26/2021 2'9"7 2'9"7 3'0"15 3"81'2"83'3"35'0"12A B C DEF 7 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W1,W13 2x6 SP #1; W2 2x4 SP #1;W4,W6,W8,W10,W12 2x4 SP SS Dense; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach to each web ply with 10d Box orGun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 13.08 TC: From 63 plf at 13.08 to 63 plf at 34.79BC: From 976 plf at 0.46 to 976 plf at 13.08BC: From 986 plf at 13.08 to 986 plf at 34.33BC: 212 lb Conc. Load at 1.29BC: 230 lb Conc. Load at 3.29 BC: 315 lb Conc. Load at 5.29, 7.29BC: 429 lb Conc. Load at 9.29,11.29BC: 1372 lb Conc. Load at 13.08 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 60 2.80 34.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 19751 /- /- /- /3987 /- Q 18610 /- /- /- /3318 /- Wind reactions based on MWFRS P Brg Width = - Min Req = - Q Brg Width = 3.5 Min Req = 2.3 Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 470 -2323 B - C 1141 - 5910 C - D 1375 - 7492 D - E 1246 - 6895 Chords Tens. Comp. E - F 1246 - 6895 F - G 1246 - 6895 G - H 807 - 4508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2191 - 441N - M 5988 - 1153 M - L 7470 - 1371 Chords Tens. Comp. L - K 7470 - 1371K - J 4620 - 828 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. A - P 1295 - 6396 A - O 5700 - 1153 O - B 679 - 3675 B - N 6117 - 1151 N - C 334 -2153 C - M 2439 - 361 Webs Tens. Comp. M - D 583 -121 D - K 200 -919 K - G 3637 - 668 G - J 561 - 2985 J - H 6997 - 1252 H - I 974 -5418 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.14 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.250 M 999 360 VERT(TL): 0.651 M 641 240 HORZ(LL): 0.062 B - - HORZ(TL): 0.160 B - - Creep Factor: 2.0 Max TC CSI: 0.991 Max BC CSI: 0.306 Max Web CSI: 0.963 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T157 Ply: 3 Qty: 1 SEQN: 263126 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T157 DrwNo: 238.21.1455.48997 CAT / BAF 08/26/2021 3 Complete Trusses Required W1 W2 W4 W6 W8 W10 W12 W13 34'9"8 2'9"10 2'9"10 9'0"4 6'2"10 15'4"10 6'4"6 21'9" 6'4"6 28'1"6 6'4"6 34'9"8 6'8"2 5"8 5"8 2'9"10 2'4"2 9'0"4 6'2"10 15'4"10 6'4"6 21'9" 6'4"6 28'1"6 6'4"6 34'4" 6'2"10 34'9"8 5"87'2"128'5"78'10"6(a) A B CDEFG H IJKLMNOPQ 7 12 8X10 4X8 8X12 8X10 H0715 5X6 H0715 3X5 H1010 4X52X3 10X12 6X8 H1014 SS0712 5X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W1,W13 2x6 SP #1; W2 2x4 SP #1;W4,W6,W8,W10,W12 2x4 SP SS Dense; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach to each web ply with 10d Box orGun (0.128"x3",min.)nails @ 6" oc. Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 3.50" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 32 plf at 0.00 to 32 plf at 13.08 TC: From 63 plf at 13.08 to 63 plf at 34.79BC: From 976 plf at 0.46 to 976 plf at 13.08BC: From 986 plf at 13.08 to 986 plf at 34.33BC: 212 lb Conc. Load at 1.29BC: 230 lb Conc. Load at 3.29 BC: 315 lb Conc. Load at 5.29, 7.29BC: 429 lb Conc. Load at 9.29,11.29BC: 1372 lb Conc. Load at 13.08 Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 60 2.80 34.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL P 19751 /- /- /- /3987 /- Q 18610 /- /- /- /3318 /- Wind reactions based on MWFRS P Brg Width = - Min Req = - Q Brg Width = 3.5 Min Req = 2.3 Bearing Q is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 470 -2323 B - C 1141 - 5910 C - D 1375 - 7492 D - E 1246 - 6895 Chords Tens. Comp. E - F 1246 - 6895 F - G 1246 - 6895 G - H 807 - 4508 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. O - N 2191 - 441N - M 5988 - 1153 M - L 7470 - 1371 Chords Tens. Comp. L - K 7470 - 1371K - J 4620 - 828 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. A - P 1295 - 6396 A - O 5700 - 1153 O - B 679 - 3675 B - N 6117 - 1151 N - C 334 -2153 C - M 2439 - 361 Webs Tens. Comp. M - D 583 -121 D - K 200 -919 K - G 3637 - 668 G - J 561 - 2985 J - H 6997 - 1252 H - I 974 -5418 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.14 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.48 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE, HS, 18SS Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.250 M 999 360 VERT(TL): 0.651 M 641 240 HORZ(LL): 0.062 B - - HORZ(TL): 0.160 B - - Creep Factor: 2.0 Max TC CSI: 0.991 Max BC CSI: 0.306 Max Web CSI: 0.963 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T157 Ply: 3 Qty: 1 SEQN: 263126 HIPM FROM: GAH Cust: R 7124 JRef:1X8a71240003 T157 DrwNo: 238.21.1455.48997 CAT / BAF 08/26/2021 3 Complete Trusses Required W1 W2 W4 W6 W8 W10 W12 W13 34'9"8 2'9"10 2'9"10 9'0"4 6'2"10 15'4"10 6'4"6 21'9" 6'4"6 28'1"6 6'4"6 34'9"8 6'8"2 5"8 5"8 2'9"10 2'4"2 9'0"4 6'2"10 15'4"10 6'4"6 21'9" 6'4"6 28'1"6 6'4"6 34'4" 6'2"10 34'9"8 5"87'2"128'5"78'10"6(a) A B CDEFG H IJKLMNOPQ 7 12 8X10 4X8 8X12 8X10 H0715 5X6 H0715 3X5 H1010 4X52X3 10X12 6X8 H1014 SS0712 5X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.75TC: From 31 plf at 1.75 to 31 plf at 4.06TC: From 62 plf at 4.06 to 62 plf at 6.33BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.06BC: From 20 plf at 4.06 to 20 plf at 6.33TC: -17 lb Conc. Load at 1.75TC: 80 lb Conc. Load at 2.47TC: 44 lb Conc. Load at 4.06BC: 17 lb Conc. Load at 1.75BC: 62 lb Conc. Load at 2.47BC: 39 lb Conc. Load at 4.06 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 504 /- /- /- /225 /- E 298 /- /- /- /155 /- Wind reactions based on MWFRS G Brg Width = 6.9 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 176 - 406 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.010 D 207 360 VERT(TL): -0.027 D 75 240 HORZ(LL): -0.006 D - - HORZ(TL): -0.017 D - - Creep Factor: 2.0 Max TC CSI: 0.718 Max BC CSI: 0.180 Max Web CSI: 0.134 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T158 Ply: 1 Qty: 1 SEQN: 263032 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T158 DrwNo: 238.21.1455.55587 CAT / BAF 08/26/2021 6'3"15 6'1"13 6'1"13 6'3"15 2"2 6'1"13 6'1"13 6'3"15 2"2 2'6"43'9"36'11"7A B CD EFG 6.05 12 3X5 2X6 3X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 62 plf at -2.52 to 62 plf at 1.75TC: From 31 plf at 1.75 to 31 plf at 4.06TC: From 62 plf at 4.06 to 62 plf at 6.33BC: From 4 plf at -2.52 to 4 plf at 0.00BC: From 10 plf at 0.00 to 10 plf at 4.06BC: From 20 plf at 4.06 to 20 plf at 6.33TC: -17 lb Conc. Load at 1.75TC: 80 lb Conc. Load at 2.47TC: 44 lb Conc. Load at 4.06BC: 17 lb Conc. Load at 1.75BC: 62 lb Conc. Load at 2.47BC: 39 lb Conc. Load at 4.06 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 504 /- /- /- /225 /- E 298 /- /- /- /155 /- Wind reactions based on MWFRS G Brg Width = 6.9 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 176 - 406 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.010 D 207 360 VERT(TL): -0.027 D 75 240 HORZ(LL): -0.006 D - - HORZ(TL): -0.017 D - - Creep Factor: 2.0 Max TC CSI: 0.718 Max BC CSI: 0.180 Max Web CSI: 0.134 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T158 Ply: 1 Qty: 1 SEQN: 263032 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T158 DrwNo: 238.21.1455.55587 CAT / BAF 08/26/2021 6'3"15 6'1"13 6'1"13 6'3"15 2"2 6'1"13 6'1"13 6'3"15 2"2 2'6"43'9"36'11"7A B CD EFG 6.05 12 3X5 2X6 3X3 4X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 11.17BC: From 0 plf at -1.89 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 11.17TC: 104 lb Conc. Load at 2.75TC: 219 lb Conc. Load at 5.58TC: 338 lb Conc. Load at 8.41BC: 77 lb Conc. Load at 2.75 BC: 164 lb Conc. Load at 5.58BC: 254 lb Conc. Load at 8.41 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 556 /- /- /- /347 /- F 712 /- /- /- /323 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 240 - 427 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - I 279 - 542 B - H 395 - 221 Webs Tens. Comp. C - G 315 -562 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 E 254 360 VERT(TL): -0.025 E 82 240 HORZ(LL): -0.009 E - - HORZ(TL): -0.027 E - - Creep Factor: 2.0 Max TC CSI: 0.818 Max BC CSI: 0.314 Max Web CSI: 0.540 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T159 Ply: 1 Qty: 1 SEQN: 263007 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T159 DrwNo: 238.21.1455.59800 CAT / BAF 08/26/2021 11'2" 5'7" 5'7" 10'11"14 5'4"14 11'2" 2"2 5'7"5'7"10'11"145'4"14 11'2"2"2 1'9"23'9"511'8"1(a) (b) A B C DE FGHI 8.49 12 3X5 3X7 3X5 3X5 2X3 4X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 3 plf at -1.89 to 64 plf at 0.00TC: From 2 plf at 0.00 to 2 plf at 11.17BC: From 0 plf at -1.89 to 5 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 11.17TC: 104 lb Conc. Load at 2.75TC: 219 lb Conc. Load at 5.58TC: 338 lb Conc. Load at 8.41BC: 77 lb Conc. Load at 2.75 BC: 164 lb Conc. Load at 5.58BC: 254 lb Conc. Load at 8.41 Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL I 556 /- /- /- /347 /- F 712 /- /- /- /323 /- Wind reactions based on MWFRS I Brg Width = 4.9 Min Req = 1.5 F Brg Width = - Min Req = - Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 240 - 427 Maximum Web Forces Per Ply (lbs)Webs Tens.Comp. B - I 279 - 542 B - H 395 - 221 Webs Tens. Comp. C - G 315 -562 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.008 E 254 360 VERT(TL): -0.025 E 82 240 HORZ(LL): -0.009 E - - HORZ(TL): -0.027 E - - Creep Factor: 2.0 Max TC CSI: 0.818 Max BC CSI: 0.314 Max Web CSI: 0.540 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T159 Ply: 1 Qty: 1 SEQN: 263007 HIP_ FROM: GAH Cust: R 7124 JRef:1X8a71240003 T159 DrwNo: 238.21.1455.59800 CAT / BAF 08/26/2021 11'2" 5'7" 5'7" 10'11"14 5'4"14 11'2" 2"2 5'7"5'7"10'11"145'4"14 11'2"2"2 1'9"23'9"511'8"1(a) (b) A B C DE FGHI 8.49 12 3X5 3X7 3X5 3X5 2X3 4X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E85 /- /- /128/15 /41 C39 /- /- /58 /70 /- B64 /- /- /45 /29 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 D 999 360 VERT(TL): 0.002 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): -0.007 B - - Creep Factor: 2.0 Max TC CSI: 0.069 Max BC CSI: 0.049 Max Web CSI: 0.052 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T160 Ply: 1 Qty: 2 SEQN: 262987 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T160 DrwNo: 238.21.1456.28923 CAT / BAF 08/26/2021 1'7"11 1'7"11 1'11"3 3"83'9"145'9"1A B CDE 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E85 /- /- /128/15 /41 C39 /- /- /58 /70 /- B64 /- /- /45 /29 /- Wind reactions based on MWFRS E Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing E is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 D 999 360 VERT(TL): 0.002 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): -0.007 B - - Creep Factor: 2.0 Max TC CSI: 0.069 Max BC CSI: 0.049 Max Web CSI: 0.052 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T160 Ply: 1 Qty: 2 SEQN: 262987 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T160 DrwNo: 238.21.1456.28923 CAT / BAF 08/26/2021 1'7"11 1'7"11 1'11"3 3"83'9"145'9"1A B CDE 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /2 /11 Wind reactions based on MWFRS C Brg Width = 92.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.015 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.223 Max BC CSI: 0.176 Max Web CSI: 0.099 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T161 Ply: 1 Qty: 1 SEQN: 263136 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T161 DrwNo: 238.21.1456.33447 CAT / BAF 08/26/2021 7'8"2 3'10"1 3'10"1 7'8"2 3'10"1 3'10"1 3'10"1 7'8"2 3'10"1 0"43'10"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 88 /- /- /49 /2 /11 Wind reactions based on MWFRS C Brg Width = 92.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.09 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.005 A 999 360 VERT(TL): 0.015 A 999 240 HORZ(LL): -0.003 C - - HORZ(TL): -0.011 C - - Creep Factor: 2.0 Max TC CSI: 0.223 Max BC CSI: 0.176 Max Web CSI: 0.099 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T161 Ply: 1 Qty: 1 SEQN: 263136 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T161 DrwNo: 238.21.1456.33447 CAT / BAF 08/26/2021 7'8"2 3'10"1 3'10"1 7'8"2 3'10"1 3'10"1 3'10"1 7'8"2 3'10"1 0"43'10"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 203 /- /- /180 /3 /68 D 37 /- /- /118 /117 /- C40 /- /- /28 /22 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.102 Max Web CSI: 0.108 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T162 Ply: 1 Qty: 2 SEQN: 262984 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T162 DrwNo: 238.21.1456.36790 CAT / BAF 08/26/2021 1'7"11 1'7"11 1'11"3 3"8 1'2"83'9"145'9"1A B C DEF 12 12 3X5 2X3 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 203 /- /- /180 /3 /68 D 37 /- /- /118 /117 /- C40 /- /- /28 /22 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.001 E 999 360 VERT(TL): 0.002 E 999 240 HORZ(LL): -0.006 C - - HORZ(TL): -0.010 C - - Creep Factor: 2.0 Max TC CSI: 0.131 Max BC CSI: 0.102 Max Web CSI: 0.108 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T162 Ply: 1 Qty: 2 SEQN: 262984 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T162 DrwNo: 238.21.1456.36790 CAT / BAF 08/26/2021 1'7"11 1'7"11 1'11"3 3"8 1'2"83'9"145'9"1A B C DEF 12 12 3X5 2X3 5X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /49 /4 /11 Wind reactions based on MWFRS C Brg Width = 39.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.005 A - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.110 Max Web CSI: 0.024 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T163 Ply: 1 Qty: 1 SEQN: 262996 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T163 DrwNo: 238.21.1456.39247 CAT / BAF 08/26/2021 3'3"8 3'3"8 3'3"8 0"4 1'11"5A B C 7 12 3X5(D1) 2X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 83 /- /- /49 /4 /11 Wind reactions based on MWFRS C Brg Width = 39.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.002 A - - HORZ(TL): 0.005 A - - Creep Factor: 2.0 Max TC CSI: 0.134 Max BC CSI: 0.110 Max Web CSI: 0.024 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T163 Ply: 1 Qty: 1 SEQN: 262996 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T163 DrwNo: 238.21.1456.39247 CAT / BAF 08/26/2021 3'3"8 3'3"8 3'3"8 0"4 1'11"5A B C 7 12 3X5(D1) 2X3 2X3 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Bearing Leg: 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 265 /- /- /193 /- /131 C 132 /- /- /117 /40 /- B 154 /- /- /111 /73 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - A 95 -608 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.006 F 999 360 VERT(TL): 0.032 D 999 240 HORZ(LL): -0.033 D - - HORZ(TL): 0.064 A - - Creep Factor: 2.0 Max TC CSI: 0.505 Max BC CSI: 0.346 Max Web CSI: 0.735 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T164 Ply: 1 Qty: 1 SEQN: 263002 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T164 DrwNo: 238.21.1457.08823 CAT / BAF 08/26/2021 3"8 3"8 5'7"11 5'4"3 5'11"3 3"82'1'9"14 9'9"1A B CDEF G 12 12 4X102X6 2X6 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Bearing Leg: 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 265 /- /- /193 /- /131 C 132 /- /- /117 /40 /- B 154 /- /- /111 /73 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - A 95 -608 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.006 F 999 360 VERT(TL): 0.032 D 999 240 HORZ(LL): -0.033 D - - HORZ(TL): 0.064 A - - Creep Factor: 2.0 Max TC CSI: 0.505 Max BC CSI: 0.346 Max Web CSI: 0.735 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T164 Ply: 1 Qty: 1 SEQN: 263002 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T164 DrwNo: 238.21.1457.08823 CAT / BAF 08/26/2021 3"8 3"8 5'7"11 5'4"3 5'11"3 3"82'1'9"14 9'9"1A B CDEF G 12 12 4X102X6 2X6 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 360 /- /- /238 /- /105 D 122 /- /- /136 /50 /- C 185 /- /- /128 /43 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 E 999 360 VERT(TL): 0.040 E 999 240 HORZ(LL): 0.005 C - - HORZ(TL): 0.024 B - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.400 Max Web CSI: 0.259 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T165 Ply: 1 Qty: 2 SEQN: 262978 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T165 DrwNo: 238.21.1457.12723 CAT / BAF 08/26/2021 5'7"11 5'7"11 5'11"3 3"81'2"83'9"149'9"1A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 360 /- /- /238 /- /105 D 122 /- /- /136 /50 /- C 185 /- /- /128 /43 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.006 E 999 360 VERT(TL): 0.040 E 999 240 HORZ(LL): 0.005 C - - HORZ(TL): 0.024 B - - Creep Factor: 2.0 Max TC CSI: 0.704 Max BC CSI: 0.400 Max Web CSI: 0.259 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T165 Ply: 1 Qty: 2 SEQN: 262978 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T165 DrwNo: 238.21.1457.12723 CAT / BAF 08/26/2021 5'7"11 5'7"11 5'11"3 3"81'2"83'9"149'9"1A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 277 /- /- /213 /- /113 D80 /- /- /116/92 /- C 118 /- /- /79 /55 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.012 E 999 240 HORZ(LL): -0.004 C - - HORZ(TL): 0.011 B - - Creep Factor: 2.0 Max TC CSI: 0.267 Max BC CSI: 0.167 Max Web CSI: 0.080 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T166 Ply: 1 Qty: 2 SEQN: 262981 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T166 DrwNo: 238.21.1457.15377 CAT / BAF 08/26/2021 3'7"11 3'7"11 3'11"3 3"81'2"83'9"147'9"1A B C DEF 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 277 /- /- /213 /- /113 D80 /- /- /116/92 /- C 118 /- /- /79 /55 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = 1.5 Min Req = - C Brg Width = 1.5 Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.003 E 999 360 VERT(TL): 0.012 E 999 240 HORZ(LL): -0.004 C - - HORZ(TL): 0.011 B - - Creep Factor: 2.0 Max TC CSI: 0.267 Max BC CSI: 0.167 Max Web CSI: 0.080 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T166 Ply: 1 Qty: 2 SEQN: 262981 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T166 DrwNo: 238.21.1457.15377 CAT / BAF 08/26/2021 3'7"11 3'7"11 3'11"3 3"81'2"83'9"147'9"1A B C DEF 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 262 /- /- /238 /- /131 C 123 /- /- /117 /67 /- B 192 /- /- /135 /86 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 D 999 360 VERT(TL): 0.039 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.024 A - - Creep Factor: 2.0 Max TC CSI: 0.760 Max BC CSI: 0.401 Max Web CSI: 0.309 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T167 Ply: 1 Qty: 1 SEQN: 262993 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T167 DrwNo: 238.21.1457.18577 CAT / BAF 08/26/2021 5'7"11 5'7"11 5'11"3 3"83'9"149'9"1A B CDE 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 262 /- /- /238 /- /131 C 123 /- /- /117 /67 /- B 192 /- /- /135 /86 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.007 D 999 360 VERT(TL): 0.039 D 999 240 HORZ(LL): -0.004 B - - HORZ(TL): 0.024 A - - Creep Factor: 2.0 Max TC CSI: 0.760 Max BC CSI: 0.401 Max Web CSI: 0.309 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T167 Ply: 1 Qty: 1 SEQN: 262993 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T167 DrwNo: 238.21.1457.18577 CAT / BAF 08/26/2021 5'7"11 5'7"11 5'11"3 3"83'9"149'9"1A B CDE 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 174 /- /- /183 /- /86 C81 /- /- /87 /69 /- B 129 /- /- /91 /58 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.012 D 999 240 HORZ(LL): -0.003 B - - HORZ(TL): 0.011 A - - Creep Factor: 2.0 Max TC CSI: 0.322 Max BC CSI: 0.168 Max Web CSI: 0.097 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T168 Ply: 1 Qty: 1 SEQN: 262990 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T168 DrwNo: 238.21.1457.27557 CAT / BAF 08/26/2021 3'7"11 3'7"11 3'11"3 3"83'9"147'9"1A B CDE 12 12 3X5 2X3 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E 174 /- /- /183 /- /86 C81 /- /- /87 /69 /- B 129 /- /- /91 /58 /- Wind reactions based on MWFRS E Brg Width = - Min Req = - C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 D 999 360 VERT(TL): 0.012 D 999 240 HORZ(LL): -0.003 B - - HORZ(TL): 0.011 A - - Creep Factor: 2.0 Max TC CSI: 0.322 Max BC CSI: 0.168 Max Web CSI: 0.097 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T168 Ply: 1 Qty: 1 SEQN: 262990 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T168 DrwNo: 238.21.1457.27557 CAT / BAF 08/26/2021 3'7"11 3'7"11 3'11"3 3"83'9"147'9"1A B CDE 12 12 3X5 2X3 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4,W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 445 /- /- /289 /- /135 E 342 /- /- /333 /102 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -415 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.306 Max BC CSI: 0.184 Max Web CSI: 0.205 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T169 Ply: 1 Qty: 1 SEQN: 262975 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T169 DrwNo: 238.21.1457.30860 CAT / BAF 08/26/2021 W4 W5 7'10"12 3'11"6 3'11"6 7'10"12 3'11"6 3'11"6 3'11"6 7'10"12 3'11"61'2"83'9"1411'8"10(a) (b) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4,W5 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 445 /- /- /289 /- /135 E 342 /- /- /333 /102 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 E Brg Width = - Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 0 -415 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.007 F 999 240 HORZ(LL): -0.003 D - - HORZ(TL): -0.007 D - - Creep Factor: 2.0 Max TC CSI: 0.306 Max BC CSI: 0.184 Max Web CSI: 0.205 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T169 Ply: 1 Qty: 1 SEQN: 262975 EJAC FROM: GAH Cust: R 7124 JRef:1X8a71240003 T169 DrwNo: 238.21.1457.30860 CAT / BAF 08/26/2021 W4 W5 7'10"12 3'11"6 3'11"6 7'10"12 3'11"6 3'11"6 3'11"6 7'10"12 3'11"61'2"83'9"1411'8"10(a) (b) A B C D EFG 12 12 3X5 2X3 3X5 3X5 2X3 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2;Lt Bearing Leg: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 15.92BC: From 20 plf at 0.29 to 20 plf at 15.92 BC: 1800 lb Conc. Load at 7.94 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1617 /- /- /- /445 /- F 1582 /- /- /- /430 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 F Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 164 - 565 B - C 213 - 660 Chords Tens. Comp. C - D 213 -661 D - E 169 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 383 - 114 Chords Tens. Comp. H - G 391 -116 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 476 - 143 L - A 218 - 797 C - H 738 -259 Webs Tens. Comp. G - E 504 - 148 E - F 223 -774 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 H 999 360 VERT(TL): 0.044 H 999 240 HORZ(LL): 0.020 B - - HORZ(TL): 0.064 B - - Creep Factor: 2.0 Max TC CSI: 0.137 Max BC CSI: 0.083 Max Web CSI: 0.279 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T170 Ply: 2 Qty: 1 SEQN: 263013 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T170 DrwNo: 238.21.1457.42880 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'11" 3"8 3"8 4'0"10 3'9"2 7'11"8 3'10"14 11'10"6 3'10"14 15'11" 4'0"10 3"83"8 4'0"10 3'9"2 7'11"8 3'10"14 11'10"6 3'10"14 15'11" 4'0"102'1'9"143'9"1411'9"6A B C D E FGHIJK L 12 12 4X102X6 2X6 3X5 3X5 4X4 4X7 3X5 3X5 3X5 3X7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2;Lt Bearing Leg: 2x6 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @11.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 68 plf at 0.00 to 68 plf at 15.92BC: From 20 plf at 0.29 to 20 plf at 15.92 BC: 1800 lb Conc. Load at 7.94 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL L 1617 /- /- /- /445 /- F 1582 /- /- /- /430 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req = 1.5 F Brg Width = - Min Req = - Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 164 - 565 B - C 213 - 660 Chords Tens. Comp. C - D 213 -661 D - E 169 -586 Maximum Bot Chord Forces Per Ply (lbs) Chords Tens.Comp. I - H 383 - 114 Chords Tens. Comp. H - G 391 -116 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - I 476 - 143 L - A 218 - 797 C - H 738 -259 Webs Tens. Comp. G - E 504 - 148 E - F 223 -774 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.89 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014 H 999 360 VERT(TL): 0.044 H 999 240 HORZ(LL): 0.020 B - - HORZ(TL): 0.064 B - - Creep Factor: 2.0 Max TC CSI: 0.137 Max BC CSI: 0.083 Max Web CSI: 0.279 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T170 Ply: 2 Qty: 1 SEQN: 263013 COMN FROM: GAH Cust: R 7124 JRef:1X8a71240003 T170 DrwNo: 238.21.1457.42880 CAT / BAF 08/26/2021 2 Complete Trusses Required 15'11" 3"8 3"8 4'0"10 3'9"2 7'11"8 3'10"14 11'10"6 3'10"14 15'11" 4'0"10 3"83"8 4'0"10 3'9"2 7'11"8 3'10"14 11'10"6 3'10"14 15'11" 4'0"102'1'9"143'9"1411'9"6A B C D E FGHIJK L 12 12 4X102X6 2X6 3X5 3X5 4X4 4X7 3X5 3X5 3X5 3X7 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 6.42BC: From 10 plf at 0.00 to 10 plf at 6.42BC: 174 lb Conc. Load at 1.96 BC: 262 lb Conc. Load at 3.96BC: 1582 lb Conc. Load at 6.02 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 553 /- /- /- /52 /- D 1933 /- /- /- /425 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.104 Max BC CSI: 0.256 Max Web CSI: 0.077 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T171 Ply: 2 Qty: 1 SEQN: 263017 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T171 DrwNo: 238.21.1457.48907 CAT / BAF 08/26/2021 2 Complete Trusses Required 6'5" 3'2"8 3'2"8 6'5" 3'2"8 3'2"8 3'2"8 6'5" 3'2"83'3"37'0"2A B C DEF 7 12 3X3 2X6 3X5 3X5 2X3 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 4.25" o.c.Webs : 1 Row @ 4" o.c.Use equal spacing between rows and stagger nailsin each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 63 plf at 0.00 to 63 plf at 6.42BC: From 10 plf at 0.00 to 10 plf at 6.42BC: 174 lb Conc. Load at 1.96 BC: 262 lb Conc. Load at 3.96BC: 1582 lb Conc. Load at 6.02 Hangers / Ties (J) Hanger Support Required, by others Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL F 553 /- /- /- /52 /- D 1933 /- /- /- /425 /- Wind reactions based on MWFRS F Brg Width = 3.5 Min Req = 1.5 D Brg Width = - Min Req = - Bearing F is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 E 999 360 VERT(TL): 0.006 E 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.104 Max BC CSI: 0.256 Max Web CSI: 0.077 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T171 Ply: 2 Qty: 1 SEQN: 263017 MONO FROM: GAH Cust: R 7124 JRef:1X8a71240003 T171 DrwNo: 238.21.1457.48907 CAT / BAF 08/26/2021 2 Complete Trusses Required 6'5" 3'2"8 3'2"8 6'5" 3'2"8 3'2"8 3'2"8 6'5" 3'2"83'3"37'0"2A B C DEF 7 12 3X3 2X6 3X5 3X5 2X3 3X5 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Bearing Leg: 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 176 /- /- /140 /- /86 C84 /- /- /80 /36 /- B 102 /- /- /75 /51 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 F 999 360 VERT(TL): 0.010 D 999 240 HORZ(LL): -0.017 D - - HORZ(TL): -0.028 D - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.138 Max Web CSI: 0.424 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T172 Ply: 1 Qty: 1 SEQN: 262999 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T172 DrwNo: 238.21.1458.12763 CAT / BAF 08/26/2021 3"8 3"8 3'7"11 3'4"3 3'11"3 3"82'1'9"147'9"1A B CDEF G 12 12 4X102X6 2X6 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3;Lt Bearing Leg: 2x4 SP #1; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL G 176 /- /- /140 /- /86 C84 /- /- /80 /36 /- B 102 /- /- /75 /51 /- Wind reactions based on MWFRS G Brg Width = 3.5 Min Req = 1.5 C Brg Width = 1.5 Min Req = - B Brg Width = 1.5 Min Req = - Bearing G is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): -0.003 F 999 360 VERT(TL): 0.010 D 999 240 HORZ(LL): -0.017 D - - HORZ(TL): -0.028 D - - Creep Factor: 2.0 Max TC CSI: 0.196 Max BC CSI: 0.138 Max Web CSI: 0.424 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T172 Ply: 1 Qty: 1 SEQN: 262999 JACK FROM: GAH Cust: R 7124 JRef:1X8a71240003 T172 DrwNo: 238.21.1458.12763 CAT / BAF 08/26/2021 3"8 3"8 3'7"11 3'4"3 3'11"3 3"82'1'9"147'9"1A B CDEF G 12 12 4X102X6 2X6 4X4 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 144 /- /- /75 /0 /15 Wind reactions based on MWFRS E Brg Width = 37.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 319 - 394 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.37 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.201 Max BC CSI: 0.054 Max Web CSI: 0.113 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T173 Ply: 1 Qty: 1 SEQN: 263040 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T173 DrwNo: 238.21.1458.16180 CAT / BAF 08/26/2021 3'1"8 3'1"8 3'1"8 2'10" 0"4 1'10"23'5"15A B C DE 7 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL E* 144 /- /- /75 /0 /15 Wind reactions based on MWFRS E Brg Width = 37.5 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 319 - 394 Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.37 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.001 B - - HORZ(TL): 0.002 B - - Creep Factor: 2.0 Max TC CSI: 0.201 Max BC CSI: 0.054 Max Web CSI: 0.113 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T173 Ply: 1 Qty: 1 SEQN: 263040 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T173 DrwNo: 238.21.1458.16180 CAT / BAF 08/26/2021 3'1"8 3'1"8 3'1"8 2'10" 0"4 1'10"23'5"15A B C DE 7 12 3X5(D1) 2X3 2X6 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /2 /11 Wind reactions based on MWFRS C Brg Width = 64.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.67 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.086 Max BC CSI: 0.074 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T174 Ply: 1 Qty: 1 SEQN: 263137 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T174 DrwNo: 238.21.1458.20500 CAT / BAF 08/26/2021 5'4"2 2'8"1 2'8"1 5'4"2 2'8"1 2'8"1 2'8"1 5'4"2 2'8"1 0"42'8"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /48 /2 /11 Wind reactions based on MWFRS C Brg Width = 64.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.67 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002 C 999 360 VERT(TL): 0.005 C 999 240 HORZ(LL): -0.001 C - - HORZ(TL): -0.004 C - - Creep Factor: 2.0 Max TC CSI: 0.086 Max BC CSI: 0.074 Max Web CSI: 0.044 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T174 Ply: 1 Qty: 1 SEQN: 263137 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T174 DrwNo: 238.21.1458.20500 CAT / BAF 08/26/2021 5'4"2 2'8"1 2'8"1 5'4"2 2'8"1 2'8"1 2'8"1 5'4"2 2'8"1 0"42'8"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /46 /0 /9 Wind reactions based on MWFRS C Brg Width = 36.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 360 VERT(TL): 0.001 A 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.020 Max BC CSI: 0.017 Max Web CSI: 0.018 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T175 Ply: 1 Qty: 1 SEQN: 263138 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T175 DrwNo: 238.21.1458.28100 CAT / BAF 08/26/2021 3'0"2 1'6"1 1'6"1 3'0"2 1'6"1 1'6"1 1'6"1 3'0"2 1'6"1 0"41'6"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2;Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+ / R- / Rh / Rw / U / RL C* 87 /- /- /46 /0 /9 Wind reactions based on MWFRS C Brg Width = 36.1 Min Req = - Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL: 20.00 TCDL: 10.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 40.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: - Cs: 0.77 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std: 2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000 A 999 360 VERT(TL): 0.001 A 999 240 HORZ(LL): -0.000 C - - HORZ(TL): -0.001 C - - Creep Factor: 2.0 Max TC CSI: 0.020 Max BC CSI: 0.017 Max Web CSI: 0.018 VIEW Ver: 20.02.00A.1020.20 Job Number:Q-157682 /Chisholm Lumber & Supply /Farooqui Res. / Roof / Truss Label:T175 Ply: 1 Qty: 1 SEQN: 263138 VAL FROM: GAH Cust: R 7124 JRef:1X8a71240003 T175 DrwNo: 238.21.1458.28100 CAT / BAF 08/26/2021 3'0"2 1'6"1 1'6"1 3'0"2 1'6"1 1'6"1 1'6"1 3'0"2 1'6"1 0"41'6"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 08/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021 514 Earth City Expressway Suite 242 Earth City, MO 6304508/27/2021