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HomeMy WebLinkAboutS200.0Alpine, 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: 171787 Job Description: /Chisholm Lumber & Supply /Hutchins Res. /171787 Address: 1597 Mairn Ave., Carmel, IN Job Engineering Criteria: Design Code: IRC 2015 IntelliVIEW Version: 19.02.02B JRef #: 1X2M71240002 Wind Standard: ASCE 7-10 Wind Speed (mph): 115 Design Loading (psf): 40.00 Building Type: Closed This package contains general notes pages, 157 truss drawing(s) and 8 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 034.21.1459.10160 A1 2 034.21.1422.57380 A2 3 034.21.1422.29443 A3 4 034.21.1423.13647 A1 Hat 5 034.21.1422.54097 A2 Hat 6 034.21.1422.10653 AV1 7 034.21.1422.06253 AV2 8 034.21.1422.02400 AV3 9 034.21.1421.58210 AV4 10 034.21.1421.53943 AV5 11 034.21.1421.51713 AV6 12 034.21.1458.10177 B1 13 034.21.1420.51790 B2 14 034.21.1457.11167 B3 15 034.21.1421.38533 B1 Hat 16 034.21.1457.29067 B2 Hat 17 034.21.1420.39880 BV1 18 034.21.1420.27290 BV2 19 034.21.1420.25110 BV3 20 034.21.1420.21190 BV4 21 034.21.1420.18203 BV5 22 034.21.1420.13403 BV6 23 034.21.1420.07233 BV7 24 034.21.1420.02677 BV8 25 034.21.1420.00650 BV9 26 034.21.1420.36130 BV10 27 034.21.1420.34153 BV11 28 034.21.1420.32153 BV12 29 034.21.1420.29797 BV13 30 034.21.1456.41790 C1 31 034.21.1427.24703 C2 32 034.21.1427.03137 C3 33 034.21.1427.00333 C4 34 034.21.1427.54230 C1 Hat 35 034.21.1427.21623 C2 Hat 36 034.21.1426.38113 CV1 37 034.21.1426.35927 CV2 38 034.21.1426.33743 CV3 39 034.21.1426.27553 CV4 40 034.21.1455.49283 D1 41 034.21.1425.26923 D2 42 034.21.1425.24393 D3 43 034.21.1425.19467 D4 44 034.21.1425.16923 D5 45 034.21.1426.12980 D1 Hat 46 034.21.1425.01543 DV1 47 034.21.1424.56057 DV2 48 034.21.1424.53823 DV3 49 034.21.1424.51240 DV4 50 034.21.1423.46763 DV5 Printed 2/3/2021 4:19:33 PM 02/03/2021yyyyyyy 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: 171787 Job Description: /Chisholm Lumber & Supply /Hutchins Res. /171787 Address: 1597 Mairn Ave., Carmel, IN Item Drawing Number Truss Item Drawing Number Truss 51 034.21.1423.42467 DV6 52 034.21.1423.39950 DV7 53 034.21.1423.37230 DV8 54 034.21.1423.30317 DV9 55 034.21.1424.58990 DV10 56 034.21.1455.30060 E1 57 034.21.1454.46510 E2 58 034.21.1454.43970 F1 59 034.21.1454.06303 F2 60 034.21.1454.03787 G1 61 034.21.1454.00450 G2 62 034.21.1453.55347 H1 63 034.21.1453.51120 H2 64 034.21.1504.45130 J1 65 034.21.1500.46013 J2 66 034.21.1459.43250 J3 67 034.21.1459.37923 J4 68 034.21.1459.32317 J5 69 034.21.1459.27163 J6 70 034.21.1459.24517 J7 71 034.21.1459.21780 J8 72 034.21.1428.05827 J9 73 034.21.1504.41960 J1 Hat 74 034.21.1500.42397 J2 Hat 75 034.21.1506.54393 JA Hat 76 034.21.1506.37333 JB Hat 77 034.21.1505.50257 JC Hat 78 034.21.1505.33400 JD Hat 79 034.21.1419.38223 JE 80 034.21.1419.33213 JE1 81 034.21.1419.25913 JF 82 034.21.1419.23280 JF1 83 034.21.1418.44720 JG 84 034.21.1418.32207 JG1 85 034.21.1505.21573 J Jax 86 034.21.1504.24380 J1 Jax 87 034.21.1459.57463 J2 Jack 88 034.21.1505.18707 J Q.F. 89 034.21.1500.48770 J1 Q.F.90 034.21.1459.46357 J2 Q.F. 91 034.21.1418.16950 JV1 92 034.21.1418.14073 JV2 93 034.21.1418.07350 JV3 94 034.21.1418.02227 JV4 95 034.21.1415.14827 JV5 96 034.21.1415.09897 JV6 97 034.21.1414.49987 K1 98 034.21.1414.35530 KA 99 034.21.1414.32360 KB 100 034.21.1414.29773 KC 101 034.21.1414.54953 K Jax 102 034.21.1414.47347 K1 Jack 103 034.21.1414.11420 KF1 104 034.21.1414.09480 KF2 105 034.21.1414.07500 KF3 106 034.21.1414.05593 KF4 107 034.21.1414.03310 KF5 108 034.21.1414.00830 KF6 109 034.21.1413.56457 KF7 110 034.21.1415.07407 K H.M. 111 034.21.1414.52593 K Q.F.112 034.21.1413.54037 KV1 113 034.21.1413.51837 KV2 114 034.21.1413.47293 KV3 115 034.21.1413.45070 KV4 116 034.21.1411.12903 L1 Printed 2/3/2021 4:19:33 PM 02/03/2021yyyyyyy 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: 171787 Job Description: /Chisholm Lumber & Supply /Hutchins Res. /171787 Address: 1597 Mairn Ave., Carmel, IN Item Drawing Number Truss Item Drawing Number Truss 117 034.21.1410.50080 L2 118 034.21.1411.15297 L Jack 119 034.21.1410.21203 LF1 120 034.21.1410.15060 LF2 121 034.21.1410.13207 LF3 122 034.21.1410.11227 LF4 123 034.21.1410.09230 LF4A 124 034.21.1410.07083 LF5 125 034.21.1410.04747 LF6 126 034.21.1449.01543 L H.M. 127 034.21.1411.10477 L1 H.M.128 034.21.1409.59230 M1 129 034.21.1409.54337 M2 130 034.21.1409.27787 M3 131 034.21.1409.06933 M4 132 034.21.1409.03630 MV1 133 034.21.1408.34347 MV2 134 034.21.1406.53647 MV3 135 034.21.1406.50747 MV4 136 034.21.1406.46543 MV5 137 034.21.1406.44647 MV6 138 034.21.1406.42553 MV7 139 034.21.1406.40640 MV8 140 034.21.1406.38377 MV9 141 034.21.1409.01660 MV10 142 034.21.1408.59827 MV11 143 034.21.1408.57850 MV12 144 034.21.1406.34503 N1 145 034.21.1406.31707 N2 146 034.21.1406.13733 N3 147 034.21.1406.09033 NV1 148 034.21.1406.06953 NV2 149 034.21.1406.04937 NV3 150 034.21.1406.02983 NV4 151 034.21.1406.01040 NV5 152 034.21.1405.58920 NV6 153 034.21.1405.52600 NV7 154 034.21.1405.50783 NV8 155 034.21.1405.48823 NV9 156 034.21.1448.49123 O1 157 034.21.1447.59993 P1 158 VAL160101014 159 BRCLBSUB0119 160 A11515ENC101014 161 GABRST101014 162 GBLLETIN0118 163 A11530ENC101014 164 DEFLCAMB1014 165 PB160101014 Printed 2/3/2021 4:19:33 PM 02/03/2021yyyyyyy 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.sbcindustry.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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W15 2x6 SP #1; W6,W7,W10,W12,W14,M6,M11,M13,M14 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 75 10.46 22.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 1261 /-/-/548 /137 /311 BK*169 /-/-/67 /-/- Wind reactions based on MWFRS AN Brg Width = 5.5 Min Req =1.5 BK Brg Width = 176 Min Req =- Bearings AN & AI are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 138 -1279 C - D 205 -1060 D - E 215 -763 Chords Tens.Comp. E - J 182 -473 J - O 185 -470 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AM-AL 799 -117 AL-AK 642 -64 Chords Tens.Comp. AK-AJ 642 -64 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AN 144 -1242B -AM 706 0 AV-AJ 48 -444 J -AY 0 -386 Webs Tens.Comp. AJ-BA 913 0AY-AJ 0 -418 BA- O 989 0 O -AF 22 -727 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 ft Loc. from endwall: not in 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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):0.046 H 999 459 VERT(CL):0.125 H 999 459 HORZ(LL):0.015 T - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.496 Max BC CSI:0.194 Max Web CSI:0.514 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A1 Ply: 1 Qty:1 SEQN:226076 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T10 DrwNo:034.21.1459.10160 DLD /NDW 02/03/2021 W1 W6 W7 W10 W12 W14 W15 M6 M11 M13 M14 32'11" 11'1"8 1'4" (TYP) 1'6"12 5'4"8 5'4"8 9'6"8 4'2" 10'5"8 11" 22'5"8 12' 32'11" 10'5"8 5'4"8 5'4"8 10'5"8 5'1" 16'5"8 6' 18'11"12 2'6"4 22'5"8 3'5"12 32'11" 10'5"81'2"8 1'3"1511'9"712'0"15(a) A B C D E J O W XAFAJAKALAMAN AV AY BA BK 12 12 3X7 2X6 3X5 3X5 3X5 3X33X3 5X8 3X5 3X33X33X8 3X3 5X8 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W15 2x6 SP #1; W6,W7,W10,W12,W14,M6,M11,M13,M14 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 75 10.46 22.46Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 1261 /-/-/548 /137 /311 BK*169 /-/-/67 /-/- Wind reactions based on MWFRS AN Brg Width = 5.5 Min Req =1.5 BK Brg Width = 176 Min Req =- Bearings AN & AI are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 138 -1279 C - D 205 -1060 D - E 215 -763 Chords Tens.Comp. E - J 182 -473 J - O 185 -470 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AM-AL 799 -117 AL-AK 642 -64 Chords Tens.Comp. AK-AJ 642 -64 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AN 144 -1242B -AM 706 0 AV-AJ 48 -444 J -AY 0 -386 Webs Tens.Comp. AJ-BA 913 0AY-AJ 0 -418 BA- O 989 0 O -AF 22 -727 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 ft Loc. from endwall: not in 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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):0.046 H 999 459 VERT(CL):0.125 H 999 459 HORZ(LL):0.015 T - - HORZ(TL):0.023 C - - Creep Factor: 2.0 Max TC CSI:0.496 Max BC CSI:0.194 Max Web CSI:0.514 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A1 Ply: 1 Qty:1 SEQN:226076 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T10 DrwNo:034.21.1459.10160 DLD /NDW 02/03/2021 W1 W6 W7 W10 W12 W14 W15 M6 M11 M13 M14 32'11" 11'1"8 1'4" (TYP) 1'6"12 5'4"8 5'4"8 9'6"8 4'2" 10'5"8 11" 22'5"8 12' 32'11" 10'5"8 5'4"8 5'4"8 10'5"8 5'1" 16'5"8 6' 18'11"12 2'6"4 22'5"8 3'5"12 32'11" 10'5"81'2"8 1'3"1511'9"712'0"15(a) A B C D E J O W XAFAJAKALAMAN AV AY BA BK 12 12 3X7 2X6 3X5 3X5 3X5 3X33X3 5X8 3X5 3X33X33X8 3X3 5X8 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 10.46 22.46Apply 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-15 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 P 1029 /-/-/641 /-/203 I 968 /-/-/594 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1070 C - D 34 -959 D - E 23 -710 Chords Tens.Comp. E - F 23 -710 F - G 38 -961 G - H 0 -1074 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 701 -23 N - M 612 0M - L 612 0 Chords Tens.Comp. L - K 613 0 K - J 706 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 15 -996 B - O 649 0 Webs Tens.Comp. J - H 637 0 H - I 0 -934 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 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 2015 TPI Std:2014 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):0.026 E 999 789 VERT(CL):0.058 E 999 789 HORZ(LL):0.010 C - - HORZ(TL):0.022 C - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.246 Max Web CSI:0.269 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A2 Ply: 1 Qty:14 SEQN:226073 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T38 DrwNo:034.21.1422.57380 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 32'11" 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"12 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"121'2"8 1'3"1511'9"712'0"15(a)(a)(a) A B C D E F G H IJKLMNOP 12 12 3X7 3X3 3X5 3X5 3X5 5X8 3X5 2X3 3X7 5X8 3X5 3X5 3X5 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 10.46 22.46Apply 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-15 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 P 1029 /-/-/641 /-/203 I 968 /-/-/594 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings P & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 0 -1070 C - D 34 -959 D - E 23 -710 Chords Tens.Comp. E - F 23 -710 F - G 38 -961 G - H 0 -1074 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 701 -23 N - M 612 0M - L 612 0 Chords Tens.Comp. L - K 613 0 K - J 706 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 15 -996 B - O 649 0 Webs Tens.Comp. J - H 637 0 H - I 0 -934 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 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 2015 TPI Std:2014 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):0.026 E 999 789 VERT(CL):0.058 E 999 789 HORZ(LL):0.010 C - - HORZ(TL):0.022 C - - Creep Factor: 2.0 Max TC CSI:0.689 Max BC CSI:0.246 Max Web CSI:0.269 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A2 Ply: 1 Qty:14 SEQN:226073 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T38 DrwNo:034.21.1422.57380 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 32'11" 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"12 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"121'2"8 1'3"1511'9"712'0"15(a)(a)(a) A B C D E F G H IJKLMNOP 12 12 3X7 3X3 3X5 3X5 3X5 5X8 3X5 2X3 3X7 5X8 3X5 3X5 3X5 3X7 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W13 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" 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 46 plf at -1.21 to 46 plf at 32.92BC: From 4 plf at -1.21 to 4 plf at 0.00 BC: From 13 plf at 0.00 to 13 plf at 8.25BC: From 7 plf at 8.25 to 7 plf at 32.92BC: 814 lb Conc. Load at 8.25BC: 191 lb Conc. Load at 9.52BC: 173 lb Conc. Load at 10.85,12.19,13.52,14.8516.19,17.52,18.85,20.19,21.52BC: 750 lb Conc. Load at 22.85,24.19,25.52,26.85BC: 896 lb Conc. Load at 28.19,29.52,30.85,32.19 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 120 10.46 22.46Apply 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 3533 /-/-/-/167 /- Q 7438 /-/-/81 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 Q Brg Width = 5.5 Min Req =2.9 Bearings P & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 68 -1376 C - D 59 -1358 D - E 32 -1150 Chords Tens.Comp. E - F 32 -1150 F - G 57 -1760 G - H 33 -2414 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 954 -44 N - M 928 -36M - L 928 -36 Chords Tens.Comp. L - K 1192 -35 K - J 1657 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 63 -1174 B - O 928 -42 N - D 432 -30 D - L 475 0 F - K 1217 -27 Webs Tens.Comp. K - G 0 -698 G - J 929 -9 J - H 1556 -28 H - I 32 -1997 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 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 2015 TPI Std:2014 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):0.052 K 999 789 VERT(CL):0.104 K 999 789 HORZ(LL):0.015 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.364 Max BC CSI:0.640 Max Web CSI:0.382 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A3 Ply: 3 Qty:1 SEQN:226207 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T11 DrwNo:034.21.1422.29443 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W13 32'11" 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"12 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"121'2"8 1'3"1511'9"712'0"15A B C D E F G H IJKLMNOPQ 12 12 3X7 2X6 3X5 3X5 3X5 5X8 4X5 2X3 3X7 5X10 4X4 4X5 5X6 4X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W13 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" 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 46 plf at -1.21 to 46 plf at 32.92BC: From 4 plf at -1.21 to 4 plf at 0.00 BC: From 13 plf at 0.00 to 13 plf at 8.25BC: From 7 plf at 8.25 to 7 plf at 32.92BC: 814 lb Conc. Load at 8.25BC: 191 lb Conc. Load at 9.52BC: 173 lb Conc. Load at 10.85,12.19,13.52,14.8516.19,17.52,18.85,20.19,21.52BC: 750 lb Conc. Load at 22.85,24.19,25.52,26.85BC: 896 lb Conc. Load at 28.19,29.52,30.85,32.19 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 120 10.46 22.46Apply 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 3533 /-/-/-/167 /- Q 7438 /-/-/81 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 Q Brg Width = 5.5 Min Req =2.9 Bearings P & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 68 -1376 C - D 59 -1358 D - E 32 -1150 Chords Tens.Comp. E - F 32 -1150 F - G 57 -1760 G - H 33 -2414 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 954 -44 N - M 928 -36M - L 928 -36 Chords Tens.Comp. L - K 1192 -35 K - J 1657 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 63 -1174 B - O 928 -42 N - D 432 -30 D - L 475 0 F - K 1217 -27 Webs Tens.Comp. K - G 0 -698 G - J 929 -9 J - H 1556 -28 H - I 32 -1997 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.29 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 2015 TPI Std:2014 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):0.052 K 999 789 VERT(CL):0.104 K 999 789 HORZ(LL):0.015 C - - HORZ(TL):0.031 C - - Creep Factor: 2.0 Max TC CSI:0.364 Max BC CSI:0.640 Max Web CSI:0.382 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A3 Ply: 3 Qty:1 SEQN:226207 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T11 DrwNo:034.21.1422.29443 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W13 32'11" 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"12 5'2"12 5'2"12 10'5"8 5'2"12 16'5"8 6' 22'5"8 6' 27'8"4 5'2"12 32'11" 5'2"121'2"8 1'3"1511'9"712'0"15A B C D E F G H IJKLMNOPQ 12 12 3X7 2X6 3X5 3X5 3X5 5X8 4X5 2X3 3X7 5X10 4X4 4X5 5X6 4X7 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. 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 PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 23 /-/-/171 /155 /199 B*141 /-/-/62 /26 /- K 23 /-/-/20 /4 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 130 Min Req =- K Brg Width = 4.9 Min Req =1.5 Bearings A, B, & K 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.002 E 999 254 HORZ(LL):0.003 G - - HORZ(TL):0.003 G - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.025 Max Web CSI:0.089 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A1 Hat Ply: 1 Qty:1 SEQN:224730 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T18 DrwNo:034.21.1423.13647 DLD /NDW 02/03/2021 6"13 10'10"6 6"13 1'5"3 1'4" (TYP) 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"13 6"13 6"13 11'5"3 10'10"6 12' 6"135'10"61"10 6'A B F J K 12 12 2X6(A1) 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. 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 PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 23 /-/-/171 /155 /199 B*141 /-/-/62 /26 /- K 23 /-/-/20 /4 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 130 Min Req =- K Brg Width = 4.9 Min Req =1.5 Bearings A, B, & K 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.002 E 999 254 HORZ(LL):0.003 G - - HORZ(TL):0.003 G - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.025 Max Web CSI:0.089 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A1 Hat Ply: 1 Qty:1 SEQN:224730 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T18 DrwNo:034.21.1423.13647 DLD /NDW 02/03/2021 6"13 10'10"6 6"13 1'5"3 1'4" (TYP) 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"13 6"13 6"13 11'5"3 10'10"6 12' 6"135'10"61"10 6'A B F J K 12 12 2X6(A1) 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-485 /-/246 /361 /153 B*208 /-/-/73 /61 /- E -/-485 /-/246 /255 /- B /-145 Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 130 Min Req =- E Brg Width = 4.9 Min Req =1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 127 -441 Chords Tens.Comp. C - D 127 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 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 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.002 F 999 254 HORZ(LL):0.003 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.586 Max BC CSI:0.115 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A2 Hat Ply: 1 Qty:15 SEQN:226082 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T31 DrwNo:034.21.1422.54097 DLD /NDW 02/03/2021 6"13 10'10"6 6"13 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"13 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"135'10"61"10 6'A B C D E 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-485 /-/246 /361 /153 B*208 /-/-/73 /61 /- E -/-485 /-/246 /255 /- B /-145 Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 130 Min Req =- E Brg Width = 4.9 Min Req =1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 127 -441 Chords Tens.Comp. C - D 127 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.05 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 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.002 F 999 254 HORZ(LL):0.003 F - - HORZ(TL):0.003 F - - Creep Factor: 2.0 Max TC CSI:0.586 Max BC CSI:0.115 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:A2 Hat Ply: 1 Qty:15 SEQN:226082 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T31 DrwNo:034.21.1422.54097 DLD /NDW 02/03/2021 6"13 10'10"6 6"13 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"13 6"13 6"13 6' 5'5"3 11'5"3 5'5"3 12' 6"135'10"61"10 6'A B C D E 12 12 4X4 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 E*59 /-/-/33 /2 /8 Wind reactions based on MWFRS E Brg Width = 156 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 306 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.123 Max BC CSI:0.073 Max Web CSI:0.077 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV1 Ply: 1 Qty:1 SEQN:224328 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T123 DrwNo:034.21.1422.10653 DLD /NDW 02/03/2021 13'0"15 2'6"7 4' (TYP) 6'6"7 6'6"7 13'0"15 6'6"7 13'0"15 13'0"15 0"46'6"11A B C D E FGH 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 E*59 /-/-/33 /2 /8 Wind reactions based on MWFRS E Brg Width = 156 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 306 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.123 Max BC CSI:0.073 Max Web CSI:0.077 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV1 Ply: 1 Qty:1 SEQN:224328 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T123 DrwNo:034.21.1422.10653 DLD /NDW 02/03/2021 13'0"15 2'6"7 4' (TYP) 6'6"7 6'6"7 13'0"15 6'6"7 13'0"15 13'0"15 0"46'6"11A B C D E FGH 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 130 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 139 -380 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.30 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: 0.77 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.016 D 999 253 HORZ(LL):-0.005 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.235 Max BC CSI:0.188 Max Web CSI:0.194 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV2 Ply: 1 Qty:1 SEQN:226085 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T124 DrwNo:034.21.1422.06253 DLD /NDW 02/03/2021 10'10"4 5'5"2 5'5"2 10'10"4 5'5"2 5'5"2 5'5"2 10'10"4 5'5"2 0"45'5"6A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 130 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 139 -380 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.30 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: 0.77 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.016 D 999 253 HORZ(LL):-0.005 D - - HORZ(TL):0.011 D - - Creep Factor: 2.0 Max TC CSI:0.235 Max BC CSI:0.188 Max Web CSI:0.194 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV2 Ply: 1 Qty:1 SEQN:226085 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T124 DrwNo:034.21.1422.06253 DLD /NDW 02/03/2021 10'10"4 5'5"2 5'5"2 10'10"4 5'5"2 5'5"2 5'5"2 10'10"4 5'5"2 0"45'5"6A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 103 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.008 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.113 Max Web CSI:0.089 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV3 Ply: 1 Qty:1 SEQN:224330 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T125 DrwNo:034.21.1422.02400 DLD /NDW 02/03/2021 8'7"9 4'3"13 4'3"13 8'7"9 4'3"13 4'3"13 4'3"13 8'7"9 4'3"13 0"44'4"1A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 103 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.86 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.008 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.113 Max Web CSI:0.089 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV3 Ply: 1 Qty:1 SEQN:224330 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T125 DrwNo:034.21.1422.02400 DLD /NDW 02/03/2021 8'7"9 4'3"13 4'3"13 8'7"9 4'3"13 4'3"13 4'3"13 8'7"9 4'3"13 0"44'4"1A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /8 Wind reactions based on MWFRS C Brg Width = 76.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.41 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 2015 TPI Std:2014 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(CL):0.003 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.065 Max BC CSI:0.057 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV4 Ply: 1 Qty:1 SEQN:224331 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T126 DrwNo:034.21.1421.58210 DLD /NDW 02/03/2021 6'4"15 3'2"7 3'2"7 6'4"15 3'2"7 3'2"7 3'2"7 6'4"15 3'2"7 0"43'2"11A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /8 Wind reactions based on MWFRS C Brg Width = 76.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.41 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 2015 TPI Std:2014 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(CL):0.003 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.065 Max BC CSI:0.057 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV4 Ply: 1 Qty:1 SEQN:224331 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T126 DrwNo:034.21.1421.58210 DLD /NDW 02/03/2021 6'4"15 3'2"7 3'2"7 6'4"15 3'2"7 3'2"7 3'2"7 6'4"15 3'2"7 0"43'2"11A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /0 /7 Wind reactions based on MWFRS C Brg Width = 50.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.97 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 2015 TPI Std:2014 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(CL):0.001 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.023 Max BC CSI:0.020 Max Web CSI:0.019 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV5 Ply: 1 Qty:1 SEQN:224332 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T127 DrwNo:034.21.1421.53943 DLD /NDW 02/03/2021 4'2"4 2'1"2 2'1"2 4'2"4 2'1"2 2'1"2 2'1"2 4'2"4 2'1"2 0"42'1"6A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /0 /7 Wind reactions based on MWFRS C Brg Width = 50.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.97 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 2015 TPI Std:2014 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(CL):0.001 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.023 Max BC CSI:0.020 Max Web CSI:0.019 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV5 Ply: 1 Qty:1 SEQN:224332 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T127 DrwNo:034.21.1421.53943 DLD /NDW 02/03/2021 4'2"4 2'1"2 2'1"2 4'2"4 2'1"2 2'1"2 2'1"2 4'2"4 2'1"2 0"42'1"6A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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*57 /-/-/29 /-/5 Wind reactions based on MWFRS C Brg Width = 23.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 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 2015 TPI Std:2014 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):0.000 999 360 VERT(CL):0.000 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.008 Max BC CSI:0.013 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV6 Ply: 1 Qty:1 SEQN:224333 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T128 DrwNo:034.21.1421.51713 DLD /NDW 02/03/2021 1'11"9 11"13 11"13 1'11"9 11"13 1'11"9 1'11"9 0"41'0"1A B C 12 12 3X5(D1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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*57 /-/-/29 /-/5 Wind reactions based on MWFRS C Brg Width = 23.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 27.52 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 2015 TPI Std:2014 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):0.000 999 360 VERT(CL):0.000 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.008 Max BC CSI:0.013 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:AV6 Ply: 1 Qty:1 SEQN:224333 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T128 DrwNo:034.21.1421.51713 DLD /NDW 02/03/2021 1'11"9 11"13 11"13 1'11"9 11"13 1'11"9 1'11"9 0"41'0"1A B C 12 12 3X5(D1) 3X5 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W10 2x6 SP #1; W6,W7,W9,M6,M7,M8,M9,M10,M11,M12 2x4 SP #2; (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 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 120 10.29 20.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 913 /-/-/441 /220 /396 AZ*203 /-/-/81 /3 /- Wind reactions based on MWFRS AN Brg Width = -Min Req =- AZ Brg Width = 194 Min Req =- Bearing AJ is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 285 -969 B - C 356 -628 C - E 409 -402 Chords Tens.Comp. E - I 379 -121 I - M 381 -123 M - V 505 -167 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AN-AM 463 -409 Chords Tens.Comp. AM-AL 549 -194 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AN 227 -897 A -AM 396 -85AP- E 378 -178 Webs Tens.Comp. E -AY 144 -673 AY-AJ 153 -917AJ- I 0 -465 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.06 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 2015 TPI Std:2014 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):0.034 G 999 370 VERT(CL):0.083 G 999 370 HORZ(LL):0.021 S - - HORZ(TL):0.026 S - - Creep Factor: 2.0 Max TC CSI:0.535 Max BC CSI:0.139 Max Web CSI:0.593 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B1 Ply: 1 Qty:1 SEQN:224438 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T20 DrwNo:034.21.1458.10177 DLD /NDW 02/03/2021 W1 W6 W7 W9 W10 M6 M7 M8 M9 M10 M11 M12 30'7" 8'7"8 1'4" (TYP) 5'2"12 5'2"12 7'7"8 2'4"12 10'3"8 2'8" 20'3"8 10' 30'7" 10'3"8 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 30'7" 15'3"8 1'2"8 1'3"1511'7"711'10"15(a) A B C E I M V W XAJAKALAMAN AP AY AZ 12 12 5X7 2X6 3X5 3X5 3X5 3X33X3 4X10 3X5 3X5 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W10 2x6 SP #1; W6,W7,W9,M6,M7,M8,M9,M10,M11,M12 2x4 SP #2; (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 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 120 10.29 20.29Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AN 913 /-/-/441 /220 /396 AZ*203 /-/-/81 /3 /- Wind reactions based on MWFRS AN Brg Width = -Min Req =- AZ Brg Width = 194 Min Req =- Bearing AJ is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 285 -969 B - C 356 -628 C - E 409 -402 Chords Tens.Comp. E - I 379 -121 I - M 381 -123 M - V 505 -167 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AN-AM 463 -409 Chords Tens.Comp. AM-AL 549 -194 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AN 227 -897 A -AM 396 -85AP- E 378 -178 Webs Tens.Comp. E -AY 144 -673 AY-AJ 153 -917AJ- I 0 -465 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.06 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 2015 TPI Std:2014 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):0.034 G 999 370 VERT(CL):0.083 G 999 370 HORZ(LL):0.021 S - - HORZ(TL):0.026 S - - Creep Factor: 2.0 Max TC CSI:0.535 Max BC CSI:0.139 Max Web CSI:0.593 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B1 Ply: 1 Qty:1 SEQN:224438 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T20 DrwNo:034.21.1458.10177 DLD /NDW 02/03/2021 W1 W6 W7 W9 W10 M6 M7 M8 M9 M10 M11 M12 30'7" 8'7"8 1'4" (TYP) 5'2"12 5'2"12 7'7"8 2'4"12 10'3"8 2'8" 20'3"8 10' 30'7" 10'3"8 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 30'7" 15'3"8 1'2"8 1'3"1511'7"711'10"15(a) A B C E I M V W XAJAKALAMAN AP AY AZ 12 12 5X7 2X6 3X5 3X5 3X5 3X33X3 4X10 3X5 3X5 3X5 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 10.29 20.29Apply 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-15 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 P 899 /-/-/551 /-/198 I 961 /-/-/599 /-/- Wind reactions based on MWFRS P Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 40 -992 B - C 94 -875 C - D 78 -618 Chords Tens.Comp. D - E 78 -618 E - F 94 -872 F - G 43 -989 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 648 -61 N - M 552 -25M - L 552 -25 Chords Tens.Comp. L - K 551 0 K - J 644 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 26 -866 A - O 580 0 Webs Tens.Comp. J - G 593 0 G - I 58 -928 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.06 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 2015 TPI Std:2014 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 D 999 734 VERT(CL):0.048 D 999 734 HORZ(LL):0.009 B - - HORZ(TL):0.020 B - - Creep Factor: 2.0 Max TC CSI:0.493 Max BC CSI:0.185 Max Web CSI:0.245 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B2 Ply: 1 Qty:12 SEQN:224418 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T158 DrwNo:034.21.1420.51790 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 30'7" 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 20'3"8 5' 25'4"4 5'0"12 30'7" 5'2"12 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 20'3"8 5' 25'4"4 5'0"12 30'7" 5'2"12 1'2"8 1'3"1511'7"711'10"15(a) A B C D E F G H IJKLMNOP 12 12 4X7 3X3 3X5 3X5 3X5 4X10 3X5 2X3 3X7 4X10 3X5 3X5 3X5 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 10.29 20.29Apply 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-15 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 P 899 /-/-/551 /-/198 I 961 /-/-/599 /-/- Wind reactions based on MWFRS P Brg Width = -Min Req =- I Brg Width = 5.5 Min Req =1.5 Bearing I is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 40 -992 B - C 94 -875 C - D 78 -618 Chords Tens.Comp. D - E 78 -618 E - F 94 -872 F - G 43 -989 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 648 -61 N - M 552 -25M - L 552 -25 Chords Tens.Comp. L - K 551 0 K - J 644 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 26 -866 A - O 580 0 Webs Tens.Comp. J - G 593 0 G - I 58 -928 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.06 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 2015 TPI Std:2014 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 D 999 734 VERT(CL):0.048 D 999 734 HORZ(LL):0.009 B - - HORZ(TL):0.020 B - - Creep Factor: 2.0 Max TC CSI:0.493 Max BC CSI:0.185 Max Web CSI:0.245 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B2 Ply: 1 Qty:12 SEQN:224418 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T158 DrwNo:034.21.1420.51790 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 30'7" 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 20'3"8 5' 25'4"4 5'0"12 30'7" 5'2"12 5'2"12 5'2"12 10'3"8 5'0"12 15'3"8 5' 20'3"8 5' 25'4"4 5'0"12 30'7" 5'2"12 1'2"8 1'3"1511'7"711'10"15(a) A B C D E F G H IJKLMNOP 12 12 4X7 3X3 3X5 3X5 3X5 4X10 3X5 2X3 3X7 4X10 3X5 3X5 3X5 3X7 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x6 SP 2400f-2.0E;T1 2x10 SP 2400f-2.0E;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W2,W4,W6 2x4 SP #1;W72x6 SP #1;Rt Wedge: 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 5.00" o.c.Bot Chord: 2 Rows @ 4.50" 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.In addition apply (1) 1/2" bolt, or 0.22"-0.25" min/max dia. X 4.5"length wood screw from each outside face, at each joint location. Plating Notes All plates are 6X8 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 120 0.00 14.39TC 120 18.50 28.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Drifting snow load has been considered for onlyin plane loading as follows:Location Lu1 Lu2 Height Pd W14.40 20.00 20.00 2.87 27.26 4.93Where: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AD 21438 /-/-/-/168 /39 AE 13243 /-/-/-/157 /- Wind reactions based on MWFRS AD Brg Width = 3.5 Min Req =3.5 AE Brg Width = 5.5 Min Req =2.2 Bearings AD & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 -3123 B - C 28 -5873 C - D 21 -8047 D - E 8 -8994 E - F 0 -8313 F - G 31 -5133 F - H 0 -4794 Chords Tens.Comp. G - I 23 -3551 H - J 0 -4526 J - K 0 -2934 K - L 0 -2934 L - M 2 -3265 M - N 24 -3317 N - O 34 -3068 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AC-AB 3452 -23 AB-AA 6138 -29 AA- Z 8391 -20 Z - Y 8391 -20 Y - X 9072 -6 X - W 8189 0 W -V 6719 0 Chords Tens.Comp. V - U 3072 0 U - T 3072 0 T - S 2298 -2 S - R 2346 -14 R - Q 2074 -22 Q - O 2076 -22 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AD 27 -3930 A -AC 4859 -29 AC- B 14 -3561 B -AB 4096 -9 AB- C 0 -2869C -AA 3229 0 AA- D 0 -2387 D - Y 1187 0 Y - E 0 -850 Webs Tens.Comp. X - G 1343 -24 G - W 12 -2878 W -I 3067 -7 I - V 31 -4593 V - J 3328 0T - L 1519 0 L - S 809 -60 R - N 411 0 Q - N 0 -423 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.88 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 2015 TPI Std:2014 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):0.244 F 999 927 VERT(CL):0.490 F 945 927 HORZ(LL):-0.053 L - - HORZ(TL):0.107 L - - Creep Factor: 2.0 Max TC CSI:0.579 Max BC CSI:0.394 Max Web CSI:0.900 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B3 Ply: 5 Qty:1 SEQN:226210 SPEC FROM: GAH Page 1 of 2 Cust: R7124 JRef:1X2M71240002 T27 DrwNo:034.21.1457.11167 /NDW 02/03/2021 5 Complete Trusses Required T1 W2 W4 W6 W7 38'9"8 2'8"15 2'8"15 5'4"1 2'7"3 8'0"4 2'8"3 10'10"9 2'10"5 14'6"8 3'8" 18'6" 3'11"8 23'6" 5' 28'6" 5' 30'6"8 2'0"8 34'8"14 4'2"6 38'9"8 4'0"10 3"8 3"8 2'8"15 2'5"7 5'4"1 2'7"3 8'0"4 2'8"3 10'3" 2'2"12 12'4"12 2'1"12 14'6"8 2'1"12 18'6" 3'11"8 23'6" 5' 28'6" 5' 30'6"8 2'0"8 34'8"14 4'2"6 38'9"8 4'0"10 1'2"84'1'3"1511'7"712'1"12A B C D EF G H I J K L M N O P QRSTUVWXYZAAABACAD AE 12 12 7X8 4X5 7X8 5X8 3X8 H10104X4 3X55X5 4X4 5X5 2X6 8X12 7X8 H1019 10X12 2X3 7X8 4X5 3X5 3X5 2X3 3X5 5X8(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x6 SP 2400f-2.0E;T1 2x10 SP 2400f-2.0E;Bot chord: 2x12 SP 2400f-2.0E;Webs: 2x4 SP #2; W2,W4,W6 2x4 SP #1;W72x6 SP #1;Rt Wedge: 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 5.00" o.c.Bot Chord: 2 Rows @ 4.50" 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.In addition apply (1) 1/2" bolt, or 0.22"-0.25" min/max dia. X 4.5"length wood screw from each outside face, at each joint location. Plating Notes All plates are 6X8 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 120 0.00 14.39TC 120 18.50 28.50Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Drifting snow load has been considered for onlyin plane loading as follows:Location Lu1 Lu2 Height Pd W14.40 20.00 20.00 2.87 27.26 4.93Where: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AD 21438 /-/-/-/168 /39 AE 13243 /-/-/-/157 /- Wind reactions based on MWFRS AD Brg Width = 3.5 Min Req =3.5 AE Brg Width = 5.5 Min Req =2.2 Bearings AD & AE are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 21 -3123 B - C 28 -5873 C - D 21 -8047 D - E 8 -8994 E - F 0 -8313 F - G 31 -5133 F - H 0 -4794 Chords Tens.Comp. G - I 23 -3551 H - J 0 -4526 J - K 0 -2934 K - L 0 -2934 L - M 2 -3265 M - N 24 -3317 N - O 34 -3068 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AC-AB 3452 -23 AB-AA 6138 -29 AA- Z 8391 -20 Z - Y 8391 -20 Y - X 9072 -6 X - W 8189 0 W -V 6719 0 Chords Tens.Comp. V - U 3072 0 U - T 3072 0 T - S 2298 -2 S - R 2346 -14 R - Q 2074 -22 Q - O 2076 -22 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AD 27 -3930 A -AC 4859 -29 AC- B 14 -3561 B -AB 4096 -9 AB- C 0 -2869C -AA 3229 0 AA- D 0 -2387 D - Y 1187 0 Y - E 0 -850 Webs Tens.Comp. X - G 1343 -24 G - W 12 -2878 W -I 3067 -7 I - V 31 -4593 V - J 3328 0T - L 1519 0 L - S 809 -60 R - N 411 0 Q - N 0 -423 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.88 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 2015 TPI Std:2014 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):0.244 F 999 927 VERT(CL):0.490 F 945 927 HORZ(LL):-0.053 L - - HORZ(TL):0.107 L - - Creep Factor: 2.0 Max TC CSI:0.579 Max BC CSI:0.394 Max Web CSI:0.900 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B3 Ply: 5 Qty:1 SEQN:226210 SPEC FROM: GAH Page 1 of 2 Cust: R7124 JRef:1X2M71240002 T27 DrwNo:034.21.1457.11167 /NDW 02/03/2021 5 Complete Trusses Required T1 W2 W4 W6 W7 38'9"8 2'8"15 2'8"15 5'4"1 2'7"3 8'0"4 2'8"3 10'10"9 2'10"5 14'6"8 3'8" 18'6" 3'11"8 23'6" 5' 28'6" 5' 30'6"8 2'0"8 34'8"14 4'2"6 38'9"8 4'0"10 3"8 3"8 2'8"15 2'5"7 5'4"1 2'7"3 8'0"4 2'8"3 10'3" 2'2"12 12'4"12 2'1"12 14'6"8 2'1"12 18'6" 3'11"8 23'6" 5' 28'6" 5' 30'6"8 2'0"8 34'8"14 4'2"6 38'9"8 4'0"10 1'2"84'1'3"1511'7"712'1"12A B C D EF G H I J K L M N O P QRSTUVWXYZAAABACAD AE 12 12 7X8 4X5 7X8 5X8 3X8 H10104X4 3X55X5 4X4 5X5 2X6 8X12 7X8 H1019 10X12 2X3 7X8 4X5 3X5 3X5 2X3 3X5 5X8(B2) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: 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 46 plf at 0.00 to 46 plf at 40.00BC: From 13 plf at 0.29 to 13 plf at 38.79BC: From 4 plf at 38.79 to 4 plf at 40.00TC: 488 lb Conc. Load at 0.56, 1.90, 3.23, 4.565.90, 7.23TC: 6345 lb Conc. Load at 8.02BC: 828 lb Conc. Load at 0.56, 1.90, 3.23, 4.565.90, 7.23, 8.56, 9.90BC: 837 lb Conc. Load at 11.23,12.56,13.90,15.23BC: 894 lb Conc. Load at 16.56,17.90,19.23,20.5621.27,22.60,23.94,25.27,26.60,27.94BC: 888 lb Conc. Load at 29.27BC: 3270 lb Conc. Load at 30.54 Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Blocking Apply additional nailing over the following bearingswith fasteners at 4'' oc both perpendicular andparallel to grain. In lieu of additional nailing,apply blocking reinforcement toprevent buckling of members over the bearings:Bearing 1 located at 0.0' (blocking >= 5.50'' if used)Bearing 2 located at 38.3' (blocking >= 5.50'' if used) Additional Notes * WARNING* A reaction exceeds 20000 lbs. The maximum concentrated load is 6345# E - X 13 -1494 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B3 Ply: 5 Qty:1 SEQN:226210 SPEC FROM: GAH Page 2 of 2 Cust: R7124 JRef:1X2M71240002 T27 DrwNo:034.21.1457.11167 /NDW 02/03/2021 **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: sbcindustry.com; ICC: iccsafe.org; AWC: 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 46 plf at 0.00 to 46 plf at 40.00BC: From 13 plf at 0.29 to 13 plf at 38.79BC: From 4 plf at 38.79 to 4 plf at 40.00TC: 488 lb Conc. Load at 0.56, 1.90, 3.23, 4.565.90, 7.23TC: 6345 lb Conc. Load at 8.02BC: 828 lb Conc. Load at 0.56, 1.90, 3.23, 4.565.90, 7.23, 8.56, 9.90BC: 837 lb Conc. Load at 11.23,12.56,13.90,15.23BC: 894 lb Conc. Load at 16.56,17.90,19.23,20.5621.27,22.60,23.94,25.27,26.60,27.94BC: 888 lb Conc. Load at 29.27BC: 3270 lb Conc. Load at 30.54 Deflection Max JT VERT DEFL: LL: 0.24" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Blocking Apply additional nailing over the following bearingswith fasteners at 4'' oc both perpendicular andparallel to grain. In lieu of additional nailing,apply blocking reinforcement toprevent buckling of members over the bearings:Bearing 1 located at 0.0' (blocking >= 5.50'' if used)Bearing 2 located at 38.3' (blocking >= 5.50'' if used) Additional Notes * WARNING* A reaction exceeds 20000 lbs. The maximum concentrated load is 6345# E - X 13 -1494 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B3 Ply: 5 Qty:1 SEQN:226210 SPEC FROM: GAH Page 2 of 2 Cust: R7124 JRef:1X2M71240002 T27 DrwNo:034.21.1457.11167 /NDW 02/03/2021 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Fasten rated sheathing to one face this truss. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 9 /-/-/109 /100 /125 B*117 /-/-/52 /19 /- I 9 /-/-/15 /5 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 106 Min Req =- I Brg Width = 4.9 Min Req =1.5 Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 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 2015 TPI Std:2014 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):0.000 E 999 360 VERT(CL):0.001 D 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.040 Max BC CSI:0.018 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B1 Hat Ply: 1 Qty:1 SEQN:224414 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T156 DrwNo:034.21.1421.38533 DLD /NDW 02/03/2021 6"13 8'10"6 6"13 1'9"3 1'4" (TYP) 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"13 6"13 6"13 9'5"3 8'10"6 10' 6"134'10"61"10 5'A B E H I 12 12 2X6(A1) 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Fasten rated sheathing to one face this truss. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 9 /-/-/109 /100 /125 B*117 /-/-/52 /19 /- I 9 /-/-/15 /5 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 106 Min Req =- I Brg Width = 4.9 Min Req =1.5 Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 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 2015 TPI Std:2014 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):0.000 E 999 360 VERT(CL):0.001 D 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.040 Max BC CSI:0.018 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B1 Hat Ply: 1 Qty:1 SEQN:224414 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T156 DrwNo:034.21.1421.38533 DLD /NDW 02/03/2021 6"13 8'10"6 6"13 1'9"3 1'4" (TYP) 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"13 6"13 6"13 9'5"3 8'10"6 10' 6"134'10"61"10 5'A B E H I 12 12 2X6(A1) 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-287 /-/160 /248 /125 B*184 /-/-/68 /51 /- E -/-287 /-/154 /156 /- B /-113 Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 106 Min Req =- E Brg Width = 4.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.363 Max BC CSI:0.079 Max Web CSI:0.025 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B2 Hat Ply: 1 Qty:16 SEQN:224410 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T157 DrwNo:034.21.1457.29067 DLD /NDW 02/03/2021 6"13 8'10"6 6"13 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"13 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"134'10"61"10 5'A B C D E 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-287 /-/160 /248 /125 B*184 /-/-/68 /51 /- E -/-287 /-/154 /156 /- B /-113 Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 106 Min Req =- E Brg Width = 4.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.46 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.002 F - - HORZ(TL):0.002 F - - Creep Factor: 2.0 Max TC CSI:0.363 Max BC CSI:0.079 Max Web CSI:0.025 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:B2 Hat Ply: 1 Qty:16 SEQN:224410 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T157 DrwNo:034.21.1457.29067 DLD /NDW 02/03/2021 6"13 8'10"6 6"13 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"13 6"13 6"13 5' 4'5"3 9'5"3 4'5"3 10' 6"134'10"61"10 5'A B C D E 12 12 4X4 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W7 2x4 SP #3; Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. 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 120 3.21 13.21 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.362 Max Web CSI:0.320 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV1 Ply: 1 Qty:1 SEQN:226088 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T47 DrwNo:034.21.1420.39880 DLD /NDW 02/03/2021 W1 W7 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"6'8"117'9"39'11"3(a) (b)(c)(b) (c) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W7 2x4 SP #3; Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. 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 120 3.21 13.21 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.362 Max Web CSI:0.320 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV1 Ply: 1 Qty:1 SEQN:226088 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T47 DrwNo:034.21.1420.39880 DLD /NDW 02/03/2021 W1 W7 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"6'8"117'9"39'11"3(a) (b)(c)(b) (c) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 4X4 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W7 2x4 SP #3; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. 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 120 3.21 13.21Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.362 Max Web CSI:0.251 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV2 Ply: 1 Qty:1 SEQN:226091 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T48 DrwNo:034.21.1420.27290 DLD /NDW 02/03/2021 W1 W7 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"5'7"56'7"138'9"13(a) (b)(a)(b) (a) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 5X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W7 2x4 SP #3; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. 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 120 3.21 13.21Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.275 Max BC CSI:0.362 Max Web CSI:0.251 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV2 Ply: 1 Qty:1 SEQN:226091 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T48 DrwNo:034.21.1420.27290 DLD /NDW 02/03/2021 W1 W7 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"5'7"56'7"138'9"13(a) (b)(a)(b) (a) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 5X7 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W3,W5 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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 120 3.21 13.21Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.276 Max BC CSI:0.363 Max Web CSI:0.303 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV3 Ply: 1 Qty:1 SEQN:226094 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T49 DrwNo:034.21.1420.25110 DLD /NDW 02/03/2021 W3 W5 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"4'6"5'6"87'8"8(a)(a) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 5X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W3,W5 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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 120 3.21 13.21Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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*59 /-/-/30 /3 /3 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.09 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 999 368 VERT(CL):0.004 C 999 368 HORZ(LL):-0.001 A - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.276 Max BC CSI:0.363 Max Web CSI:0.303 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV3 Ply: 1 Qty:1 SEQN:226094 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T49 DrwNo:034.21.1420.25110 DLD /NDW 02/03/2021 W3 W5 15'4"8 3'2"8 3'2"8 8'2"8 5' 13'2"8 5' 15'4"8 2'2" 8'2"8 8'2"8 15'4"8 7'2"4'6"5'6"87'8"8(a)(a) A B C D E F G H 12 12 2X3 3X3 5X7 2X3 3X7 5X7 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W4 2x4 SP #2; Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.003 B 999 368 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.139 Max BC CSI:0.069 Max Web CSI:0.242 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV4 Ply: 1 Qty:1 SEQN:224389 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T51 DrwNo:034.21.1420.21190 /NDW 02/03/2021 W4 15'4"8 4'2"8 4'2"8 8'2"8 4' 12'2"8 4' 15'4"8 3'2" 4'2"8 4'2"8 8'2"8 4' 12'2"8 4' 15'4"8 3'2"3'4"114'5"311'7"3(a) A B C D E F GHI J 12 12 3X5 2X6 3X5 2X3 4X4 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W4 2x4 SP #2; Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.003 B 999 368 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.139 Max BC CSI:0.069 Max Web CSI:0.242 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV4 Ply: 1 Qty:1 SEQN:224389 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T51 DrwNo:034.21.1420.21190 /NDW 02/03/2021 W4 15'4"8 4'2"8 4'2"8 8'2"8 4' 12'2"8 4' 15'4"8 3'2" 4'2"8 4'2"8 8'2"8 4' 12'2"8 4' 15'4"8 3'2"3'4"114'5"311'7"3(a) A B C D E F GHI J 12 12 3X5 2X6 3X5 2X3 4X4 2X3 2X3 3X5 3X5 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.007 D 999 368 HORZ(LL):-0.211 C - - HORZ(TL):0.316 C - - Creep Factor: 2.0 Max TC CSI:0.142 Max BC CSI:0.139 Max Web CSI:0.345 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV5 Ply: 1 Qty:1 SEQN:224384 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T56 DrwNo:034.21.1420.18203 /NDW 02/03/2021 W3 15'4"8 4'2"8 4'(TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"82'3"53'3"1310'5"13(a) A B C D E F GHI J 12 12 2X3 3X5 2X3 2X3 4X4 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.007 D 999 368 HORZ(LL):-0.211 C - - HORZ(TL):0.316 C - - Creep Factor: 2.0 Max TC CSI:0.142 Max BC CSI:0.139 Max Web CSI:0.345 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV5 Ply: 1 Qty:1 SEQN:224384 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T56 DrwNo:034.21.1420.18203 /NDW 02/03/2021 W3 15'4"8 4'2"8 4'(TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"82'3"53'3"1310'5"13(a) A B C D E F GHI J 12 12 2X3 3X5 2X3 2X3 4X4 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.002 C 999 368 HORZ(LL):0.048 E - - HORZ(TL):0.073 E - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.079 Max Web CSI:0.200 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV6 Ply: 1 Qty:1 SEQN:224381 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T57 DrwNo:034.21.1420.13403 /NDW 02/03/2021 W3 15'4"8 4'2"8 4'(TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"81'2"2'2"89'4"8(a) A B C D E F GHI J 12 12 2X3 2X6 2X3 2X3 4X4 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals 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*59 /-/-/34 /2 /9 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " 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/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 2015 TPI Std:2014 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 999 368 VERT(CL):0.002 C 999 368 HORZ(LL):0.048 E - - HORZ(TL):0.073 E - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.079 Max Web CSI:0.200 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV6 Ply: 1 Qty:1 SEQN:224381 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T57 DrwNo:034.21.1420.13403 /NDW 02/03/2021 W3 15'4"8 4'2"8 4'(TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"81'2"2'2"89'4"8(a) A B C D E F GHI J 12 12 2X3 2X6 2X3 2X3 4X4 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/34 /-/8 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.71 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 2015 TPI Std:2014 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 I 999 365 VERT(CL):0.005 I 999 365 HORZ(LL):0.005 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.162 Max BC CSI:0.081 Max Web CSI:0.213 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV7 Ply: 1 Qty:1 SEQN:224368 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T58 DrwNo:034.21.1420.07233 /NDW 02/03/2021 15'4"8 4'2"8 4' (TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"8 0"11 1'1"38'3"3A B C D E F GHI 12 12 3X5(D1) 2X3 2X3 4X4 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/34 /-/8 Wind reactions based on MWFRS F Brg Width = 184 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.71 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 2015 TPI Std:2014 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 I 999 365 VERT(CL):0.005 I 999 365 HORZ(LL):0.005 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.162 Max BC CSI:0.081 Max Web CSI:0.213 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV7 Ply: 1 Qty:1 SEQN:224368 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T58 DrwNo:034.21.1420.07233 /NDW 02/03/2021 15'4"8 4'2"8 4' (TYP) 3'0"4 8'2"8 8'2"8 15'4"8 7'2" 15'4"8 15'4"8 0"11 1'1"38'3"3A B C D E F GHI 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS E Brg Width = 172 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: 16.0 " 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: 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 2015 TPI Std:2014 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 H 999 360 VERT(CL):0.002 H 999 337 HORZ(LL):-0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.146 Max BC CSI:0.068 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV8 Ply: 1 Qty:1 SEQN:224369 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T152 DrwNo:034.21.1420.02677 /NDW 02/03/2021 14'4" 3'2" 4' (TYP) 7'2" 7'2" 14'4" 7'2" 14'4" 14'4" 0"47'2"4A B C D E FGH 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS E Brg Width = 172 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: 16.0 " 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: 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 2015 TPI Std:2014 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 H 999 360 VERT(CL):0.002 H 999 337 HORZ(LL):-0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.146 Max BC CSI:0.068 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV8 Ply: 1 Qty:1 SEQN:224369 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T152 DrwNo:034.21.1420.02677 /NDW 02/03/2021 14'4" 3'2" 4' (TYP) 7'2" 7'2" 14'4" 7'2" 14'4" 14'4" 0"47'2"4A B C D E FGH 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS E Brg Width = 145 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.82 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 2015 TPI Std:2014 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(CL):0.001 C 999 283 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.123 Max BC CSI:0.058 Max Web CSI:0.061 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV9 Ply: 1 Qty:1 SEQN:224370 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T70 DrwNo:034.21.1420.00650 /NDW 02/03/2021 12'1"6 2'0"11 4' (TYP) 6'0"11 6'0"11 12'1"6 6'0"11 12'1"6 12'1"6 0"46'0"15A B C D E FGH 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS E Brg Width = 145 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.82 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 2015 TPI Std:2014 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(CL):0.001 C 999 283 HORZ(LL):-0.001 B - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.123 Max BC CSI:0.058 Max Web CSI:0.061 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV9 Ply: 1 Qty:1 SEQN:224370 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T70 DrwNo:034.21.1420.00650 /NDW 02/03/2021 12'1"6 2'0"11 4' (TYP) 6'0"11 6'0"11 12'1"6 6'0"11 12'1"6 12'1"6 0"46'0"15A B C D E FGH 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS C Brg Width = 118 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.38 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.012 D 999 240 HORZ(LL):-0.004 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.194 Max BC CSI:0.153 Max Web CSI:0.140 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV10 Ply: 1 Qty:1 SEQN:224371 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T71 DrwNo:034.21.1420.36130 DLD /NDW 02/03/2021 9'10"11 4'11"6 4'11"6 9'10"11 4'11"6 4'11"6 4'11"6 9'10"11 4'11"6 0"44'11"10A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /-/8 Wind reactions based on MWFRS C Brg Width = 118 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.38 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.012 D 999 240 HORZ(LL):-0.004 D - - HORZ(TL):0.009 D - - Creep Factor: 2.0 Max TC CSI:0.194 Max BC CSI:0.153 Max Web CSI:0.140 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV10 Ply: 1 Qty:1 SEQN:224371 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T71 DrwNo:034.21.1420.36130 DLD /NDW 02/03/2021 9'10"11 4'11"6 4'11"6 9'10"11 4'11"6 4'11"6 4'11"6 9'10"11 4'11"6 0"44'11"10A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/33 /-/8 Wind reactions based on MWFRS C Brg Width = 91.8 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.94 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.006 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.112 Max BC CSI:0.086 Max Web CSI:0.063 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV11 Ply: 1 Qty:1 SEQN:224372 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T62 DrwNo:034.21.1420.34153 DLD /NDW 02/03/2021 7'7"13 3'9"14 3'9"14 7'7"13 3'9"14 3'9"14 3'9"14 7'7"13 3'9"14 0"43'10"2A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/33 /-/8 Wind reactions based on MWFRS C Brg Width = 91.8 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.94 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.006 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.112 Max BC CSI:0.086 Max Web CSI:0.063 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV11 Ply: 1 Qty:1 SEQN:224372 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T62 DrwNo:034.21.1420.34153 DLD /NDW 02/03/2021 7'7"13 3'9"14 3'9"14 7'7"13 3'9"14 3'9"14 3'9"14 7'7"13 3'9"14 0"43'10"2A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /-/7 Wind reactions based on MWFRS C Brg Width = 65.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.49 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 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.044 Max BC CSI:0.038 Max Web CSI:0.029 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV12 Ply: 1 Qty:1 SEQN:224373 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T63 DrwNo:034.21.1420.32153 DLD /NDW 02/03/2021 5'5"2 2'8"9 2'8"9 5'5"2 2'8"9 2'8"9 2'8"9 5'5"2 2'8"9 0"42'8"13A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /-/7 Wind reactions based on MWFRS C Brg Width = 65.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.49 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 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.044 Max BC CSI:0.038 Max Web CSI:0.029 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV12 Ply: 1 Qty:1 SEQN:224373 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T63 DrwNo:034.21.1420.32153 DLD /NDW 02/03/2021 5'5"2 2'8"9 2'8"9 5'5"2 2'8"9 2'8"9 2'8"9 5'5"2 2'8"9 0"42'8"13A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/31 /-/6 Wind reactions based on MWFRS C Brg Width = 38.4 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.05 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 2015 TPI Std:2014 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(CL):0.000 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.012 Max BC CSI:0.010 Max Web CSI:0.013 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV13 Ply: 1 Qty:1 SEQN:224374 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T64 DrwNo:034.21.1420.29797 DLD /NDW 02/03/2021 3'2"7 1'7"4 1'7"4 3'2"7 1'7"4 1'7"4 1'7"4 3'2"7 1'7"4 0"41'7"8A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/31 /-/6 Wind reactions based on MWFRS C Brg Width = 38.4 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 26.05 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 2015 TPI Std:2014 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(CL):0.000 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.012 Max BC CSI:0.010 Max Web CSI:0.013 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:BV13 Ply: 1 Qty:1 SEQN:224374 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T64 DrwNo:034.21.1420.29797 DLD /NDW 02/03/2021 3'2"7 1'7"4 1'7"4 3'2"7 1'7"4 1'7"4 1'7"4 3'2"7 1'7"4 0"41'7"8A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W10 2x6 SP #1; W6,W7,W9,M7,M8,M9,M10,M11 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 96 10.63 18.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AK 861 /-/-/438 /261 /401 V*195 /-/-/73 /24 /- Wind reactions based on MWFRS AK Brg Width = 5.5 Min Req =1.5 V Brg Width = 189 Min Req =- Bearings AK & AH are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 344 -908 B - C 406 -548 C - F 480 -360 Chords Tens.Comp. F - I 406 -126 I - L 406 -126 L - T 552 -179 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AK-AJ 465 -413 AJ-AI 507 -191 Chords Tens.Comp. AH-AG 583 -262 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AK 275 -846AN- F 384 -185 Webs Tens.Comp. F -AV 171 -681AV-AG 188 -912 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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: 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 2015 TPI Std:2014 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 E 999 378 VERT(CL):0.042 E 999 378 HORZ(LL):0.019 T - - HORZ(TL):0.028 E - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.155 Max Web CSI:0.597 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C1 Ply: 1 Qty:1 SEQN:226098 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T5 DrwNo:034.21.1456.41790 DLD /NDW 02/03/2021 W1 W6 W7 W9 W10 M7 M8 M9 M10 M11 29'3" 7'11"8 1'4" (TYP) 1'0"12 5'2"12 5'2"12 7'2" 1'11"4 10'7"8 3'5"8 18'7"8 8' 29'3" 10'7"8 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 29'3" 14'7"8 1'2"8 1'3"1511'11"712'2"15(a) A B C F I L T U VAGAHAIAJAK AN AV 12 12 5X7 2X6 3X5 3X5 3X5 3X33X3 4X10 3X5 3X5 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W10 2x6 SP #1; W6,W7,W9,M7,M8,M9,M10,M11 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 96 10.63 18.63Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AK 861 /-/-/438 /261 /401 V*195 /-/-/73 /24 /- Wind reactions based on MWFRS AK Brg Width = 5.5 Min Req =1.5 V Brg Width = 189 Min Req =- Bearings AK & AH are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 344 -908 B - C 406 -548 C - F 480 -360 Chords Tens.Comp. F - I 406 -126 I - L 406 -126 L - T 552 -179 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AK-AJ 465 -413 AJ-AI 507 -191 Chords Tens.Comp. AH-AG 583 -262 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -AK 275 -846AN- F 384 -185 Webs Tens.Comp. F -AV 171 -681AV-AG 188 -912 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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: 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 2015 TPI Std:2014 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 E 999 378 VERT(CL):0.042 E 999 378 HORZ(LL):0.019 T - - HORZ(TL):0.028 E - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.155 Max Web CSI:0.597 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C1 Ply: 1 Qty:1 SEQN:226098 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T5 DrwNo:034.21.1456.41790 DLD /NDW 02/03/2021 W1 W6 W7 W9 W10 M7 M8 M9 M10 M11 29'3" 7'11"8 1'4" (TYP) 1'0"12 5'2"12 5'2"12 7'2" 1'11"4 10'7"8 3'5"8 18'7"8 8' 29'3" 10'7"8 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 29'3" 14'7"8 1'2"8 1'3"1511'11"712'2"15(a) A B C F I L T U VAGAHAIAJAK AN AV 12 12 5X7 2X6 3X5 3X5 3X5 3X33X3 4X10 3X5 3X5 5X5 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. 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 75 10.63 18.63Apply 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-15 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 P 860 /-/-/487 /56 /201 I 922 /-/-/535 /63 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings P & 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 136 -947 B - C 194 -819 C - D 169 -545 Chords Tens.Comp. D - E 169 -545 E - F 191 -817 F - G 136 -944 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 617 -85 N - M 508 -52M - L 508 -52 Chords Tens.Comp. L - K 507 -1 K - J 613 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 106 -828 A - O 553 -17 Webs Tens.Comp. J - G 566 -6 G - I 135 -889 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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 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 2015 TPI Std:2014 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):0.019 D 999 701 VERT(CL):0.042 D 999 701 HORZ(LL):0.008 B - - HORZ(TL):0.018 B - - Creep Factor: 2.0 Max TC CSI:0.393 Max BC CSI:0.187 Max Web CSI:0.234 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C2 Ply: 1 Qty:1 SEQN:226101 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T4 DrwNo:034.21.1427.24703 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 18'7"8 4' 24'0"4 5'4"12 29'3" 5'2"12 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 18'7"8 4' 24'0"4 5'4"12 29'3" 5'2"12 1'2"8 1'3"1511'11"712'2"15(a) A B C D E F G H IJKLMNOP 12 12 3X7 2X6 3X5 3X5 3X5 4X10 3X5 2X3 3X7 4X10 3X5 3X5 3X5 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W13 2x6 SP #1; W5,W6,W7,W8,W92x4 SP #2; Bracing (a) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. 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 75 10.63 18.63Apply 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-15 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 P 860 /-/-/487 /56 /201 I 922 /-/-/535 /63 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings P & 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 136 -947 B - C 194 -819 C - D 169 -545 Chords Tens.Comp. D - E 169 -545 E - F 191 -817 F - G 136 -944 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 617 -85 N - M 508 -52M - L 508 -52 Chords Tens.Comp. L - K 507 -1 K - J 613 -21 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - P 106 -828 A - O 553 -17 Webs Tens.Comp. J - G 566 -6 G - I 135 -889 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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 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 2015 TPI Std:2014 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):0.019 D 999 701 VERT(CL):0.042 D 999 701 HORZ(LL):0.008 B - - HORZ(TL):0.018 B - - Creep Factor: 2.0 Max TC CSI:0.393 Max BC CSI:0.187 Max Web CSI:0.234 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C2 Ply: 1 Qty:1 SEQN:226101 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T4 DrwNo:034.21.1427.24703 DLD /NDW 02/03/2021 W1 W5 W6 W7 W8 W9 W13 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 18'7"8 4' 24'0"4 5'4"12 29'3" 5'2"12 5'2"12 5'2"12 10'7"8 5'4"12 14'7"8 4' 18'7"8 4' 24'0"4 5'4"12 29'3" 5'2"12 1'2"8 1'3"1511'11"712'2"15(a) A B C D E F G H IJKLMNOP 12 12 3X7 2X6 3X5 3X5 3X5 4X10 3X5 2X3 3X7 4X10 3X5 3X5 3X5 3X7 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W17 2x6 SP #1; W5,W6,W8,W9,W10 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 75 10.63 18.63Apply 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-15 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 S 860 /-/-/521 /-/203 J 922 /-/-/569 /5 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =1.5 Bearings S & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -947 B - C 69 -817 C - D 44 -622 D - E 44 -622 Chords Tens.Comp. E - F 53 -899 F - G 10 -1106 G - H 0 -1833 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. R - Q 617 -70O - N 572 0 Chords Tens.Comp. N - M 738 0M - K 1314 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - S 7 -827 A - R 553 0 Q - O 533 -35 M - G 36 -593 Webs Tens.Comp. G - K 602 0 K - H 1363 0 H - J 22 -875 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 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 2015 TPI Std:2014 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):0.032 N 999 701 VERT(CL):0.069 N 999 701 HORZ(LL):0.037 J - - HORZ(TL):0.080 J - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.248 Max Web CSI:0.564 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C3 Ply: 1 Qty:6 SEQN:226104 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T153 DrwNo:034.21.1427.03137 DLD /NDW 02/03/2021 W1 W5 W6 W8 W9 W10 W17 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 23'2"4 4'6"12 27'5"8 4'3"4 29'3" 1'9"8 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 23'2"4 4'6"12 27'5"8 4'3"4 29'3" 1'9"8 1'2"8 1'3"1511'11"712'2"15(a) A B C D E F G H I J K L MN OPQRS 12 12 4X7 3X3 3X7 4X10 2X3 5X62X6 4X10 7X8 2X3 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W17 2x6 SP #1; W5,W6,W8,W9,W10 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced on member. 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 75 10.63 18.63Apply 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-15 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 S 860 /-/-/521 /-/203 J 922 /-/-/569 /5 /- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =1.5 J Brg Width = 5.5 Min Req =1.5 Bearings S & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 20 -947 B - C 69 -817 C - D 44 -622 D - E 44 -622 Chords Tens.Comp. E - F 53 -899 F - G 10 -1106 G - H 0 -1833 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. R - Q 617 -70O - N 572 0 Chords Tens.Comp. N - M 738 0M - K 1314 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - S 7 -827 A - R 553 0 Q - O 533 -35 M - G 36 -593 Webs Tens.Comp. G - K 602 0 K - H 1363 0 H - J 22 -875 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 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 2015 TPI Std:2014 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):0.032 N 999 701 VERT(CL):0.069 N 999 701 HORZ(LL):0.037 J - - HORZ(TL):0.080 J - - Creep Factor: 2.0 Max TC CSI:0.474 Max BC CSI:0.248 Max Web CSI:0.564 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C3 Ply: 1 Qty:6 SEQN:226104 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T153 DrwNo:034.21.1427.03137 DLD /NDW 02/03/2021 W1 W5 W6 W8 W9 W10 W17 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 23'2"4 4'6"12 27'5"8 4'3"4 29'3" 1'9"8 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 23'2"4 4'6"12 27'5"8 4'3"4 29'3" 1'9"8 1'2"8 1'3"1511'11"712'2"15(a) A B C D E F G H I J K L MN OPQRS 12 12 4X7 3X3 3X7 4X10 2X3 5X62X6 4X10 7X8 2X3 3X7 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; B2 2x8 SP SS Dense;Webs: 2x4 SP #2; W1,W19 2x6 SP #1;W18 2x4 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" 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. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 46 plf at 0.00 to 46 plf at 18.63 TC: From 23 plf at 18.63 to 23 plf at 21.00TC: From 46 plf at 21.00 to 46 plf at 30.46BC: From 13 plf at 0.00 to 13 plf at 1.69BC: From 7 plf at 1.69 to 7 plf at 21.00BC: From 13 plf at 21.00 to 13 plf at 29.25 BC: From 4 plf at 29.25 to 4 plf at 30.46BC: 900 lb Conc. Load at 1.69, 3.02, 4.35, 5.69BC: 896 lb Conc. Load at 7.02, 8.35, 9.69,11.0211.73,13.06,14.40,15.73,17.06,18.40BC: 887 lb Conc. Load at 19.73BC: 3389 lb Conc. Load at 21.00 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 96 10.63 18.63 Apply 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 U 10239 /-/-/-/54 /- V 8193 /-/-/-/210 /- Wind reactions based on MWFRS U Brg Width = 5.5 Min Req =4.0 V Brg Width = 5.5 Min Req =3.2 Bearings U & V 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 -3757 B - C 0 -3178 C - D 0 -2666D - E 0 -2668 Chords Tens.Comp. E - F 26 -3553 F - G 89 -3940 G - H 103 -4163H - I 140 -5734 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 2610 0 Q - P 2474 -16 P - O 2735 -55 Chords Tens.Comp. O - N 2938 -70 N - L 4077 -99 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - U 0 -3112 A - T 2505 0 T - B 785 -51B - S 49 -598 S - C 1070 0 S - Q 2316 0 C - Q 1149 -42 Q - R 432 0 Webs Tens.Comp. Q - E 601 0 E - P 1864 -128 P - F 147 -878F - O 1098 -179 N - H 29 -1199 H - L 1559 -31 L - I 4246 -103 I - K 69 -2615 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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 2015 TPI Std:2014 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):0.123 O 999 701 VERT(CL):0.246 O 999 701 HORZ(LL):0.089 K - - HORZ(TL):0.178 K - - Creep Factor: 2.0 Max TC CSI:0.863 Max BC CSI:0.836 Max Web CSI:0.703 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C4 Ply: 3 Qty:1 SEQN:226216 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T29 DrwNo:034.21.1427.00333 /NDW 02/03/2021 3 Complete Trusses Required B2W1 W18 W19 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 21' 2'4"8 24'3"10 3'3"10 27'5"8 3'1"14 29'3" 1'9"8 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 21' 2'4"8 24'3"10 3'3"10 27'5"8 3'1"14 29'3" 1'9"8 1'2"8 1'3"1511'11"712'2"15A B C D E F G H I J K L M NOP QRSTU V 12 12 5X8 5X5 5X7 6X10 6X8 2X3 10X123X10 6X10 5X6 3X7 5X5 3X86X12 2X3 4X10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; B2 2x8 SP SS Dense;Webs: 2x4 SP #2; W1,W19 2x6 SP #1;W18 2x4 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" 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. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 46 plf at 0.00 to 46 plf at 18.63 TC: From 23 plf at 18.63 to 23 plf at 21.00TC: From 46 plf at 21.00 to 46 plf at 30.46BC: From 13 plf at 0.00 to 13 plf at 1.69BC: From 7 plf at 1.69 to 7 plf at 21.00BC: From 13 plf at 21.00 to 13 plf at 29.25 BC: From 4 plf at 29.25 to 4 plf at 30.46BC: 900 lb Conc. Load at 1.69, 3.02, 4.35, 5.69BC: 896 lb Conc. Load at 7.02, 8.35, 9.69,11.0211.73,13.06,14.40,15.73,17.06,18.40BC: 887 lb Conc. Load at 19.73BC: 3389 lb Conc. Load at 21.00 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 96 10.63 18.63 Apply 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 U 10239 /-/-/-/54 /- V 8193 /-/-/-/210 /- Wind reactions based on MWFRS U Brg Width = 5.5 Min Req =4.0 V Brg Width = 5.5 Min Req =3.2 Bearings U & V 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 -3757 B - C 0 -3178 C - D 0 -2666D - E 0 -2668 Chords Tens.Comp. E - F 26 -3553 F - G 89 -3940 G - H 103 -4163H - I 140 -5734 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 2610 0 Q - P 2474 -16 P - O 2735 -55 Chords Tens.Comp. O - N 2938 -70 N - L 4077 -99 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - U 0 -3112 A - T 2505 0 T - B 785 -51B - S 49 -598 S - C 1070 0 S - Q 2316 0 C - Q 1149 -42 Q - R 432 0 Webs Tens.Comp. Q - E 601 0 E - P 1864 -128 P - F 147 -878F - O 1098 -179 N - H 29 -1199 H - L 1559 -31 L - I 4246 -103 I - K 69 -2615 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.13 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 2015 TPI Std:2014 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):0.123 O 999 701 VERT(CL):0.246 O 999 701 HORZ(LL):0.089 K - - HORZ(TL):0.178 K - - Creep Factor: 2.0 Max TC CSI:0.863 Max BC CSI:0.836 Max Web CSI:0.703 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C4 Ply: 3 Qty:1 SEQN:226216 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T29 DrwNo:034.21.1427.00333 /NDW 02/03/2021 3 Complete Trusses Required B2W1 W18 W19 29'3" 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 21' 2'4"8 24'3"10 3'3"10 27'5"8 3'1"14 29'3" 1'9"8 5'2"12 5'2"12 10'7"8 5'4"12 15'1" 4'5"8 18'7"8 3'6"8 21' 2'4"8 24'3"10 3'3"10 27'5"8 3'1"14 29'3" 1'9"8 1'2"8 1'3"1511'11"712'2"15A B C D E F G H I J K L M NOP QRSTU V 12 12 5X8 5X5 5X7 6X10 6X8 2X3 10X123X10 6X10 5X6 3X7 5X5 3X86X12 2X3 4X10 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 30 /-/-/111 /94 /128 B*139 /-/-/63 /24 /- I 30 /-/-/13 /0 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 82.4 Min Req =- I Brg Width = 4.9 Min Req =1.5 Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 5.83 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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):0.000 E 999 360 VERT(CL):0.001 E 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.045 Max BC CSI:0.013 Max Web CSI:0.027 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C1 Hat Ply: 1 Qty:1 SEQN:224737 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T154 DrwNo:034.21.1427.54230 DLD /NDW 02/03/2021 6"13 6'10"6 6"13 9"3 1'4" (TYP) 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"13 6"13 6"13 7'5"3 6'10"6 8' 6"133'10"61"10 4'A B E H I 12 12 2X6(A1) 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 30 /-/-/111 /94 /128 B*139 /-/-/63 /24 /- I 30 /-/-/13 /0 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 82.4 Min Req =- I Brg Width = 4.9 Min Req =1.5 Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 5.83 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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):0.000 E 999 360 VERT(CL):0.001 E 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.045 Max BC CSI:0.013 Max Web CSI:0.027 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C1 Hat Ply: 1 Qty:1 SEQN:224737 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T154 DrwNo:034.21.1427.54230 DLD /NDW 02/03/2021 6"13 6'10"6 6"13 9"3 1'4" (TYP) 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"13 6"13 6"13 7'5"3 6'10"6 8' 6"133'10"61"10 4'A B E H I 12 12 2X6(A1) 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-143 /-/112 /152 /98 B*162 /-/-/63 /40 /- E -/-143 /-/81 /78 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 82.4 Min Req =- E Brg Width = 4.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.203 Max BC CSI:0.049 Max Web CSI:0.016 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C2 Hat Ply: 1 Qty:8 SEQN:224733 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T9 DrwNo:034.21.1427.21623 DLD /NDW 02/03/2021 6"13 6'10"6 6"13 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"13 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"133'10"61"10 4'A B C D E 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-143 /-/112 /152 /98 B*162 /-/-/63 /40 /- E -/-143 /-/81 /78 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 B Brg Width = 82.4 Min Req =- E Brg Width = 4.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.13 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 4.58 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.001 F - - HORZ(TL):0.001 F - - Creep Factor: 2.0 Max TC CSI:0.203 Max BC CSI:0.049 Max Web CSI:0.016 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:C2 Hat Ply: 1 Qty:8 SEQN:224733 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T9 DrwNo:034.21.1427.21623 DLD /NDW 02/03/2021 6"13 6'10"6 6"13 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"13 6"13 6"13 4' 3'5"3 7'5"3 3'5"3 8' 6"133'10"61"10 4'A B C D E 12 12 4X4 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 112 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.84 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 2015 TPI Std:2014 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(CL):0.011 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.172 Max BC CSI:0.135 Max Web CSI:0.116 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV1 Ply: 1 Qty:1 SEQN:224375 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T129 DrwNo:034.21.1426.38113 DLD /NDW 02/03/2021 9'4"3 4'8"2 4'8"2 9'4"3 4'8"2 4'8"2 4'8"2 9'4"3 4'8"2 0"44'8"6A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /1 /8 Wind reactions based on MWFRS C Brg Width = 112 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.84 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 2015 TPI Std:2014 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(CL):0.011 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.007 D - - Creep Factor: 2.0 Max TC CSI:0.172 Max BC CSI:0.135 Max Web CSI:0.116 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV1 Ply: 1 Qty:1 SEQN:224375 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T129 DrwNo:034.21.1426.38113 DLD /NDW 02/03/2021 9'4"3 4'8"2 4'8"2 9'4"3 4'8"2 4'8"2 4'8"2 9'4"3 4'8"2 0"44'8"6A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /8 Wind reactions based on MWFRS C Brg Width = 85.5 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.40 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 2015 TPI Std:2014 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(CL):0.005 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.084 Max BC CSI:0.073 Max Web CSI:0.052 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV2 Ply: 1 Qty:1 SEQN:224376 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T130 DrwNo:034.21.1426.35927 DLD /NDW 02/03/2021 7'1"9 3'6"12 3'6"12 7'1"9 3'6"12 3'6"12 3'6"12 7'1"9 3'6"12 0"43'7"A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /8 Wind reactions based on MWFRS C Brg Width = 85.5 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.40 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 2015 TPI Std:2014 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(CL):0.005 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.003 D - - Creep Factor: 2.0 Max TC CSI:0.084 Max BC CSI:0.073 Max Web CSI:0.052 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV2 Ply: 1 Qty:1 SEQN:224376 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T130 DrwNo:034.21.1426.35927 DLD /NDW 02/03/2021 7'1"9 3'6"12 3'6"12 7'1"9 3'6"12 3'6"12 3'6"12 7'1"9 3'6"12 0"43'7"A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /7 Wind reactions based on MWFRS C Brg Width = 58.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.96 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 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.034 Max BC CSI:0.029 Max Web CSI:0.024 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV3 Ply: 1 Qty:1 SEQN:224377 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T131 DrwNo:034.21.1426.33743 DLD /NDW 02/03/2021 4'10"14 2'5"7 2'5"7 4'10"14 2'5"7 2'5"7 2'5"7 4'10"14 2'5"7 0"42'5"11A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /1 /7 Wind reactions based on MWFRS C Brg Width = 58.9 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.96 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 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.034 Max BC CSI:0.029 Max Web CSI:0.024 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV3 Ply: 1 Qty:1 SEQN:224377 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T131 DrwNo:034.21.1426.33743 DLD /NDW 02/03/2021 4'10"14 2'5"7 2'5"7 4'10"14 2'5"7 2'5"7 2'5"7 4'10"14 2'5"7 0"42'5"11A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/31 /-/6 Wind reactions based on MWFRS C Brg Width = 32.2 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.51 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 2015 TPI Std:2014 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(CL):0.000 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.008 Max BC CSI:0.006 Max Web CSI:0.010 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV4 Ply: 1 Qty:1 SEQN:224378 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T132 DrwNo:034.21.1426.27553 DLD /NDW 02/03/2021 2'8"3 1'4"2 1'4"2 2'8"3 1'4"2 1'4"2 1'4"2 2'8"3 1'4"2 0"41'4"6A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/31 /-/6 Wind reactions based on MWFRS C Brg Width = 32.2 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 25.51 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 2015 TPI Std:2014 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(CL):0.000 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.000 D - - Creep Factor: 2.0 Max TC CSI:0.008 Max BC CSI:0.006 Max Web CSI:0.010 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:CV4 Ply: 1 Qty:1 SEQN:224378 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T132 DrwNo:034.21.1426.27553 DLD /NDW 02/03/2021 2'8"3 1'4"2 1'4"2 2'8"3 1'4"2 1'4"2 1'4"2 2'8"3 1'4"2 0"41'4"6A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W5,W6,W8,M7,M8 2x4 SP #2; Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(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) #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 48 9.08 13.08Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC 912 /-/-/429 /255 /375 AP*221 /-/-/94 /11 /- Wind reactions based on MWFRS AC Brg Width = 5.5 Min Req =1.5 AP Brg Width = 116 Min Req =- Bearings AC & AA are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 331 -522 D - G 395 -329 Chords Tens.Comp. K - R 478 -170 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AC-AB 438 -170 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AC 276 -484 AC- C 181 -516 G -AO 145 -618 Webs Tens.Comp. AO-AA 152 -853 K -AA 58 -381 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.018 I 999 360 VERT(CL):0.043 I 999 314 HORZ(LL):0.015 R - - HORZ(TL):0.017 R - - Creep Factor: 2.0 Max TC CSI:0.319 Max BC CSI:0.305 Max Web CSI:0.487 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D1 Ply: 1 Qty:1 SEQN:224475 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T25 DrwNo:034.21.1455.49283 DLD /NDW 02/03/2021 W1 W5 W6 W8 W9 M7 M8 22'2" 7'1"1'4"(TYP) 1'6"4 4'7"8 4'7"8 6'8" 2'0"8 9'1" 2'5" 13'1" 4' 22'2" 9'1" 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'2"8 1'3"1510'4"1510'8"7(a) (b) (c) (c) (c) A B C D G K R S TAAABAC AO AP 12 12 3X3 3X7 3X5 3X5 3X3 3X3 4X10 4X10 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W5,W6,W8,M7,M8 2x4 SP #2; Bracing (c) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(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) #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 48 9.08 13.08Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one face and 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AC 912 /-/-/429 /255 /375 AP*221 /-/-/94 /11 /- Wind reactions based on MWFRS AC Brg Width = 5.5 Min Req =1.5 AP Brg Width = 116 Min Req =- Bearings AC & AA are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 331 -522 D - G 395 -329 Chords Tens.Comp. K - R 478 -170 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AC-AB 438 -170 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B -AC 276 -484 AC- C 181 -516 G -AO 145 -618 Webs Tens.Comp. AO-AA 152 -853 K -AA 58 -381 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.018 I 999 360 VERT(CL):0.043 I 999 314 HORZ(LL):0.015 R - - HORZ(TL):0.017 R - - Creep Factor: 2.0 Max TC CSI:0.319 Max BC CSI:0.305 Max Web CSI:0.487 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D1 Ply: 1 Qty:1 SEQN:224475 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T25 DrwNo:034.21.1455.49283 DLD /NDW 02/03/2021 W1 W5 W6 W8 W9 M7 M8 22'2" 7'1"1'4"(TYP) 1'6"4 4'7"8 4'7"8 6'8" 2'0"8 9'1" 2'5" 13'1" 4' 22'2" 9'1" 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'2"8 1'3"1510'4"1510'8"7(a) (b) (c) (c) (c) A B C D G K R S TAAABAC AO AP 12 12 3X3 3X7 3X5 3X5 3X3 3X3 4X10 4X10 5X5 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 L 712 /-/-/434 /12 /187 I 712 /-/-/434 /12 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings L & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 114 -587 Chords Tens.Comp. E - F 113 -584 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 423 -75 Chords Tens.Comp. J - I 423 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 0 -523 Webs Tens.Comp. F - I 0 -519 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 K 999 532 VERT(CL):0.024 K 999 532 HORZ(LL):0.008 G - - HORZ(TL):0.017 G - - Creep Factor: 2.0 Max TC CSI:0.127 Max BC CSI:0.305 Max Web CSI:0.494 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D2 Ply: 1 Qty:2 SEQN:224471 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T78 DrwNo:034.21.1425.26923 /NDW 02/03/2021 W1 W4 W5 W6 W9 22'2" 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22'2" 4'7"8 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'2"8 1'3"1510'4"1510'8"7A B C D E F G H IJKL 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 L 712 /-/-/434 /12 /187 I 712 /-/-/434 /12 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 I Brg Width = 5.5 Min Req =1.5 Bearings L & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 114 -587 Chords Tens.Comp. E - F 113 -584 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 423 -75 Chords Tens.Comp. J - I 423 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 0 -523 Webs Tens.Comp. F - I 0 -519 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 K 999 532 VERT(CL):0.024 K 999 532 HORZ(LL):0.008 G - - HORZ(TL):0.017 G - - Creep Factor: 2.0 Max TC CSI:0.127 Max BC CSI:0.305 Max Web CSI:0.494 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D2 Ply: 1 Qty:2 SEQN:224471 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T78 DrwNo:034.21.1425.26923 /NDW 02/03/2021 W1 W4 W5 W6 W9 22'2" 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22'2" 4'7"8 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'2"8 1'3"1510'4"1510'8"7A B C D E F G H IJKL 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 3X5 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 K 714 /-/-/434 /11 /175 H 651 /-/-/386 /4 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 5.5 Min Req =1.5 Bearings K & 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 114 -589 Chords Tens.Comp. E - F 112 -588 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 424 -50 Chords Tens.Comp. I - H 429 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -525 Webs Tens.Comp. F - H 0 -505 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 J 999 532 VERT(CL):0.024 J 999 532 HORZ(LL):0.008 G - - HORZ(TL):0.017 G - - Creep Factor: 2.0 Max TC CSI:0.134 Max BC CSI:0.306 Max Web CSI:0.495 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D3 Ply: 1 Qty:4 SEQN:224479 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T24 DrwNo:034.21.1425.24393 /NDW 02/03/2021 W1 W4 W5 W6 W9 22'2" 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22'2" 4'7"8 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'3"1510'4"1510'8"7A B C D E F G HIJK 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 K 714 /-/-/434 /11 /175 H 651 /-/-/386 /4 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 5.5 Min Req =1.5 Bearings K & 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 114 -589 Chords Tens.Comp. E - F 112 -588 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 424 -50 Chords Tens.Comp. I - H 429 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -525 Webs Tens.Comp. F - H 0 -505 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 J 999 532 VERT(CL):0.024 J 999 532 HORZ(LL):0.008 G - - HORZ(TL):0.017 G - - Creep Factor: 2.0 Max TC CSI:0.134 Max BC CSI:0.306 Max Web CSI:0.495 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D3 Ply: 1 Qty:4 SEQN:224479 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T24 DrwNo:034.21.1425.24393 /NDW 02/03/2021 W1 W4 W5 W6 W9 22'2" 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22'2" 4'7"8 9'1" 9'1" 13'1" 4' 22'2" 9'1"1'2"8 1'3"1510'4"1510'8"7A B C D E F G HIJK 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 3X5 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 K 709 /-/-/432 /11 /173 H 646 /-/-/382 /4 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K & 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 113 -582 Chords Tens.Comp. E - F 111 -580 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 420 -50 Chords Tens.Comp. I - H 412 -4 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -518 Webs Tens.Comp. F - H 4 -611 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 J 999 528 VERT(CL):0.024 J 999 528 HORZ(LL):0.009 G - - HORZ(TL):0.019 G - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.343 Max Web CSI:0.577 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D4 Ply: 1 Qty:13 SEQN:224488 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T26 DrwNo:034.21.1425.19467 /NDW 02/03/2021 W1 W4 W5 W6 22' 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22' 4'5"8 9'1" 9'1" 13'1" 4' 22' 8'11"1'2"8 1'3"15 1'5"1510'4"1510'8"7A B C D E F G HIJK 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W1 2x6 SP #1; W4,W5, W62x4 SP #2; 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 9.08 13.08Apply 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-15 section 301.5. 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 K 709 /-/-/432 /11 /173 H 646 /-/-/382 /4 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K & 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 113 -582 Chords Tens.Comp. E - F 111 -580 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 420 -50 Chords Tens.Comp. I - H 412 -4 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -518 Webs Tens.Comp. F - H 4 -611 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.011 J 999 528 VERT(CL):0.024 J 999 528 HORZ(LL):0.009 G - - HORZ(TL):0.019 G - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.343 Max Web CSI:0.577 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D4 Ply: 1 Qty:13 SEQN:224488 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T26 DrwNo:034.21.1425.19467 /NDW 02/03/2021 W1 W4 W5 W6 22' 4'7"8 4'7"8 9'1" 4'5"8 13'1" 4' 17'6"8 4'5"8 22' 4'5"8 9'1" 9'1" 13'1" 4' 22' 8'11"1'2"8 1'3"15 1'5"1510'4"1510'8"7A B C D E F G HIJK 12 12 2X3 4X5 3X5 3X5 4X10 4X10 5X10 3X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.50" 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 46 plf at 0.00 to 46 plf at 5.71BC: From 7 plf at 0.00 to 7 plf at 5.71BC: 364 lb Conc. Load at 0.94, 2.27, 3.60, 4.94 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 857 /-/-/51 /-/- C 899 /-/-/55 /-/- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req =1.5 C Brg Width = 3.5 Min Req =1.5 Bearings D & C 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.168 Max BC CSI:0.555 Max Web CSI:0.075 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D5 Ply: 2 Qty:1 SEQN:226219 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T50 DrwNo:034.21.1425.16923 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 5'8"8 5'8"8 5'8"8 1'3"15 7'0"7A B CD 12 12 4X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.50" 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 46 plf at 0.00 to 46 plf at 5.71BC: From 7 plf at 0.00 to 7 plf at 5.71BC: 364 lb Conc. Load at 0.94, 2.27, 3.60, 4.94 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 857 /-/-/51 /-/- C 899 /-/-/55 /-/- Wind reactions based on MWFRS D Brg Width = 5.5 Min Req =1.5 C Brg Width = 3.5 Min Req =1.5 Bearings D & C 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 B 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.168 Max BC CSI:0.555 Max Web CSI:0.075 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D5 Ply: 2 Qty:1 SEQN:226219 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T50 DrwNo:034.21.1425.16923 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 5'8"8 5'8"8 5'8"8 1'3"15 7'0"7A B CD 12 12 4X5 3X3 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: ; Plating Notes All plates are 3X5 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Shim all supports to solid bearing. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 187 /-/-/71 /25 /46 C 187 /-/-/71 /25 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 C Brg Width = 4.9 Min Req =1.5 Bearings A & C 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.028 B 999 360 VERT(CL):0.093 B 465 240 HORZ(LL):0.028 B - - HORZ(TL):0.092 B - - Creep Factor: 2.0 Max TC CSI:0.308 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D1 Hat Ply: 1 Qty:20 SEQN:226110 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T34 DrwNo:034.21.1426.12980 DLD /NDW 02/03/2021 4' 4"15 4"15 2' 1'7"1 4' 2' 4"15 4"15 4' 3'7"12'A B C 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: ; Plating Notes All plates are 3X5 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Shim all supports to solid bearing. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 187 /-/-/71 /25 /46 C 187 /-/-/71 /25 /- Wind reactions based on MWFRS A Brg Width = 4.9 Min Req =1.5 C Brg Width = 4.9 Min Req =1.5 Bearings A & C 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.36 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 2015 TPI Std:2014 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):0.028 B 999 360 VERT(CL):0.093 B 465 240 HORZ(LL):0.028 B - - HORZ(TL):0.092 B - - Creep Factor: 2.0 Max TC CSI:0.308 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:D1 Hat Ply: 1 Qty:20 SEQN:226110 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T34 DrwNo:034.21.1426.12980 DLD /NDW 02/03/2021 4' 4"15 4"15 2' 1'7"1 4' 2' 4"15 4"15 4' 3'7"12'A B C 12 12 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/37 /-/9 Wind reactions based on MWFRS F Brg Width = 183 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.21 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 2015 TPI Std:2014 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 999 364 VERT(CL):0.003 D 999 364 HORZ(LL):0.005 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.222 Max BC CSI:0.094 Max Web CSI:0.199 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV1 Ply: 1 Qty:1 SEQN:226113 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T59 DrwNo:034.21.1425.01543 /NDW 02/03/2021 W3 15'3"14 2'10"6 4' (TYP) 4'3"12 10'10"6 10'10"6 15'3"14 4'5"8 15'3"14 15'3"14 0"4 6'5"210'10"10(a) A B C D E F GHI 12 12 3X5(D1) 2X3 2X3 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W3 2x4 SP #2; Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/37 /-/9 Wind reactions based on MWFRS F Brg Width = 183 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.21 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 2015 TPI Std:2014 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 999 364 VERT(CL):0.003 D 999 364 HORZ(LL):0.005 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.222 Max BC CSI:0.094 Max Web CSI:0.199 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV1 Ply: 1 Qty:1 SEQN:226113 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T59 DrwNo:034.21.1425.01543 /NDW 02/03/2021 W3 15'3"14 2'10"6 4' (TYP) 4'3"12 10'10"6 10'10"6 15'3"14 4'5"8 15'3"14 15'3"14 0"4 6'5"210'10"10(a) A B C D E F GHI 12 12 3X5(D1) 2X3 2X3 2X3 2X3 4X4 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W2 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/37 /-/9 Wind reactions based on MWFRS E Brg Width = 170 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.76 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.017 G 999 337 HORZ(LL):-0.004 D - - HORZ(TL):0.008 G - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.139 Max Web CSI:0.177 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV2 Ply: 1 Qty:1 SEQN:226116 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T60 DrwNo:034.21.1424.56057 /NDW 02/03/2021 W2 14'2"9 5'9"1 5'9"1 9'9"1 4' 14'2"9 4'5"8 5'9"1 5'9"1 9'9"1 4' 14'2"9 4'5"8 0"4 5'3"139'9"5(a) A B C D E FG 12 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; W2 2x4 SP #2; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/37 /-/9 Wind reactions based on MWFRS E Brg Width = 170 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.76 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.017 G 999 337 HORZ(LL):-0.004 D - - HORZ(TL):0.008 G - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.139 Max Web CSI:0.177 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV2 Ply: 1 Qty:1 SEQN:226116 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T60 DrwNo:034.21.1424.56057 /NDW 02/03/2021 W2 14'2"9 5'9"1 5'9"1 9'9"1 4' 14'2"9 4'5"8 5'9"1 5'9"1 9'9"1 4' 14'2"9 4'5"8 0"4 5'3"139'9"5(a) A B C D E FG 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/36 /2 /9 Wind reactions based on MWFRS E Brg Width = 157 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.32 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.008 G 999 310 HORZ(LL):-0.004 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.206 Max BC CSI:0.088 Max Web CSI:0.132 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV3 Ply: 1 Qty:1 SEQN:226119 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T61 DrwNo:034.21.1424.53823 /NDW 02/03/2021 13'1"4 4'7"12 4'7"12 8'7"12 4' 13'1"4 4'5"8 4'7"12 4'7"12 8'7"12 4' 13'1"4 4'5"8 0"4 4'2"88'8"(a) A B C D E FG 12 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1;Webs: 2x4 SP #3; Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement. 80% length of web member. Attach with 8d Box or Gun(0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/36 /2 /9 Wind reactions based on MWFRS E Brg Width = 157 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.32 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.008 G 999 310 HORZ(LL):-0.004 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.206 Max BC CSI:0.088 Max Web CSI:0.132 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV3 Ply: 1 Qty:1 SEQN:226119 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T61 DrwNo:034.21.1424.53823 /NDW 02/03/2021 13'1"4 4'7"12 4'7"12 8'7"12 4' 13'1"4 4'5"8 4'7"12 4'7"12 8'7"12 4' 13'1"4 4'5"8 0"4 4'2"88'8"(a) A B C D E FG 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/36 /2 /9 Wind reactions based on MWFRS E Brg Width = 143 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.003 G 999 284 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.093 Max Web CSI:0.156 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV4 Ply: 1 Qty:1 SEQN:226122 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T86 DrwNo:034.21.1424.51240 DLD /NDW 02/03/2021 11'11"14 3'6"6 3'6"6 7'6"6 4' 11'11"14 4'5"8 3'6"6 3'6"6 7'6"6 4' 11'11"14 4'5"8 0"4 3'1"27'6"10A B C D E FG 12 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/36 /2 /9 Wind reactions based on MWFRS E Brg Width = 143 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.003 G 999 284 HORZ(LL):0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.093 Max Web CSI:0.156 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV4 Ply: 1 Qty:1 SEQN:226122 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T86 DrwNo:034.21.1424.51240 DLD /NDW 02/03/2021 11'11"14 3'6"6 3'6"6 7'6"6 4' 11'11"14 4'5"8 3'6"6 3'6"6 7'6"6 4' 11'11"14 4'5"8 0"4 3'1"27'6"10A B C D E FG 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/35 /2 /8 Wind reactions based on MWFRS E Brg Width = 130 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.43 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 2015 TPI Std:2014 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(CL):0.002 C 999 257 HORZ(LL):0.003 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.097 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV5 Ply: 1 Qty:1 SEQN:226125 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T87 DrwNo:034.21.1423.46763 DLD /NDW 02/03/2021 10'10"9 2'5"1 2'5"1 6'5"1 4' 10'10"9 4'5"8 2'5"1 2'5"1 6'5"1 4' 10'10"9 4'5"8 0"4 1'11"136'5"5A B C D E FG 12 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/35 /2 /8 Wind reactions based on MWFRS E Brg Width = 130 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.43 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 2015 TPI Std:2014 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(CL):0.002 C 999 257 HORZ(LL):0.003 D - - HORZ(TL):0.004 D - - Creep Factor: 2.0 Max TC CSI:0.205 Max BC CSI:0.097 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV5 Ply: 1 Qty:1 SEQN:226125 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T87 DrwNo:034.21.1423.46763 DLD /NDW 02/03/2021 10'10"9 2'5"1 2'5"1 6'5"1 4' 10'10"9 4'5"8 2'5"1 2'5"1 6'5"1 4' 10'10"9 4'5"8 0"4 1'11"136'5"5A B C D E FG 12 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Rt Stub Wedge: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/34 /2 /8 Wind reactions based on MWFRS C Brg Width = 117 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.99 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.019 D 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.222 Max BC CSI:0.201 Max Web CSI:0.066 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV6 Ply: 1 Qty:1 SEQN:226128 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T88 DrwNo:034.21.1423.42467 DLD /NDW 02/03/2021 9'9"4 5'3"12 5'3"12 9'9"4 4'5"8 5'3"12 5'3"12 9'9"4 4'5"8 0"4 10"85'4"A B C D 12 12 3X5(D1) 4X4 2X3 3X8(G1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Rt Stub Wedge: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member 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*59 /-/-/34 /2 /8 Wind reactions based on MWFRS C Brg Width = 117 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.99 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.019 D 999 240 HORZ(LL):0.004 D - - HORZ(TL):0.008 D - - Creep Factor: 2.0 Max TC CSI:0.222 Max BC CSI:0.201 Max Web CSI:0.066 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV6 Ply: 1 Qty:1 SEQN:226128 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T88 DrwNo:034.21.1423.42467 DLD /NDW 02/03/2021 9'9"4 5'3"12 5'3"12 9'9"4 4'5"8 5'3"12 5'3"12 9'9"4 4'5"8 0"4 10"85'4"A B C D 12 12 3X5(D1) 4X4 2X3 3X8(G1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /2 /8 Wind reactions based on MWFRS C Brg Width = 100 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.54 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.008 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.106 Max Web CSI:0.082 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV7 Ply: 1 Qty:1 SEQN:224343 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T65 DrwNo:034.21.1423.39950 DLD /NDW 02/03/2021 8'4"13 4'2"6 4'2"6 8'4"13 4'2"6 4'2"6 4'2"6 8'4"13 4'2"6 0"44'2"10A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/33 /2 /8 Wind reactions based on MWFRS C Brg Width = 100 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.54 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 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.008 D 999 240 HORZ(LL):-0.002 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.137 Max BC CSI:0.106 Max Web CSI:0.082 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV7 Ply: 1 Qty:1 SEQN:224343 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T65 DrwNo:034.21.1423.39950 DLD /NDW 02/03/2021 8'4"13 4'2"6 4'2"6 8'4"13 4'2"6 4'2"6 4'2"6 8'4"13 4'2"6 0"44'2"10A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /5 /7 Wind reactions based on MWFRS C Brg Width = 74.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.10 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 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 2015 TPI Std:2014 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(CL):0.003 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.060 Max BC CSI:0.052 Max Web CSI:0.037 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV8 Ply: 1 Qty:1 SEQN:224344 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T66 DrwNo:034.21.1423.37230 DLD /NDW 02/03/2021 6'2"2 3'1"1 3'1"1 6'2"2 3'1"1 3'1"1 3'1"1 6'2"2 3'1"1 0"43'1"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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /5 /7 Wind reactions based on MWFRS C Brg Width = 74.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.10 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 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 2015 TPI Std:2014 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(CL):0.003 D 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.002 D - - Creep Factor: 2.0 Max TC CSI:0.060 Max BC CSI:0.052 Max Web CSI:0.037 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV8 Ply: 1 Qty:1 SEQN:224344 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T66 DrwNo:034.21.1423.37230 DLD /NDW 02/03/2021 6'2"2 3'1"1 3'1"1 6'2"2 3'1"1 3'1"1 3'1"1 6'2"2 3'1"1 0"43'1"5A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /4 /7 Wind reactions based on MWFRS C Brg Width = 47.5 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.65 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 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 2015 TPI Std:2014 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(CL):0.001 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.020 Max BC CSI:0.017 Max Web CSI:0.017 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV9 Ply: 1 Qty:1 SEQN:224345 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T67 DrwNo:034.21.1423.30317 DLD /NDW 02/03/2021 3'11"7 1'11"12 1'11"12 3'11"7 1'11"12 1'11"12 1'11"12 3'11"7 1'11"12 0"42'A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/32 /4 /7 Wind reactions based on MWFRS C Brg Width = 47.5 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.65 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 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 2015 TPI Std:2014 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(CL):0.001 D 999 240 HORZ(LL):-0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.020 Max BC CSI:0.017 Max Web CSI:0.017 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV9 Ply: 1 Qty:1 SEQN:224345 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T67 DrwNo:034.21.1423.30317 DLD /NDW 02/03/2021 3'11"7 1'11"12 1'11"12 3'11"7 1'11"12 1'11"12 1'11"12 3'11"7 1'11"12 0"42'A B C D 12 12 3X5(D1) 4X4 2X3 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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*57 /-/-/29 /1 /5 Wind reactions based on MWFRS C Brg Width = 20.8 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.21 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: 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 2015 TPI Std:2014 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):0.000 999 360 VERT(CL):0.000 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.005 Max BC CSI:0.010 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV10 Ply: 1 Qty:1 SEQN:224346 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T68 DrwNo:034.21.1424.58990 DLD /NDW 02/03/2021 1'8"13 10"6 10"6 1'8"13 10"6 1'8"13 1'8"13 0"410"10A B C 12 12 3X5(D1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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*57 /-/-/29 /1 /5 Wind reactions based on MWFRS C Brg Width = 20.8 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.21 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: 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 2015 TPI Std:2014 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):0.000 999 360 VERT(CL):0.000 999 240 HORZ(LL):-0.000 - - HORZ(TL):0.000 - - Creep Factor: 2.0 Max TC CSI:0.005 Max BC CSI:0.010 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:DV10 Ply: 1 Qty:1 SEQN:224346 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T68 DrwNo:034.21.1424.58990 DLD /NDW 02/03/2021 1'8"13 10"6 10"6 1'8"13 10"6 1'8"13 1'8"13 0"410"10A B C 12 12 3X5(D1) 3X5 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; M6,M7,M8 2x4 SP #2; Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF*138 /-/-/57 /24 /20 Wind reactions based on MWFRS AF Brg Width = 223 Min Req =- Bearing AF is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 475 -273 Chords Tens.Comp. I - P 475 -297 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. I - Y 0 -630 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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):0.007 I 999 447 VERT(CL):0.010 I 999 447 HORZ(LL):-0.030 H - - HORZ(TL):0.043 H - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.146 Max Web CSI:0.289 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:E1 Ply: 1 Qty:1 SEQN:224748 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T8 DrwNo:034.21.1455.30060 DLD /NDW 02/03/2021 W1 W2 M6 M7 M8 18'8" 1'4"(TYP) 1'1"4 9'4" 9'4" 18'8" 9'4" 18'8" 18'8"1'2"8 1'2"8 1'3"1510'7"1510'11"7A B I P Q RYAF 12 12 3X3 2X6 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; M6,M7,M8 2x4 SP #2; Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF*138 /-/-/57 /24 /20 Wind reactions based on MWFRS AF Brg Width = 223 Min Req =- Bearing AF is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - I 475 -273 Chords Tens.Comp. I - P 475 -297 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. I - Y 0 -630 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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):0.007 I 999 447 VERT(CL):0.010 I 999 447 HORZ(LL):-0.030 H - - HORZ(TL):0.043 H - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.146 Max Web CSI:0.289 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:E1 Ply: 1 Qty:1 SEQN:224748 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T8 DrwNo:034.21.1455.30060 DLD /NDW 02/03/2021 W1 W2 M6 M7 M8 18'8" 1'4"(TYP) 1'1"4 9'4" 9'4" 18'8" 9'4" 18'8" 18'8"1'2"8 1'2"8 1'3"1510'7"1510'11"7A B I P Q RYAF 12 12 3X3 2X6 4X4 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W7 2x6 SP #1; W4 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 609 /-/-/356 /31 /190 H 609 /-/-/356 /31 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req =1.5 H Brg Width = 5.5 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 141 -449 Chords Tens.Comp. D - E 141 -449 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - C 7 -394 Webs Tens.Comp. E - H 7 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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 999 447 VERT(CL):0.020 I 999 447 HORZ(LL):0.005 F - - HORZ(TL):0.012 F - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.468 Max Web CSI:0.402 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:E2 Ply: 1 Qty:6 SEQN:224744 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T7 DrwNo:034.21.1454.46510 DLD /NDW 02/03/2021 W1 W4 W7 18'8" 4'9"14 4'9"14 9'4" 4'6"2 13'10"2 4'6"2 18'8" 4'9"14 9'4" 9'4" 18'8" 9'4"1'2"8 1'2"8 1'3"1510'7"1510'11"7A B C D E F G HIJ 12 12 2X3 4X5 3X5 4X4 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W7 2x6 SP #1; W4 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 609 /-/-/356 /31 /190 H 609 /-/-/356 /31 /- Wind reactions based on MWFRS J Brg Width = 5.5 Min Req =1.5 H Brg Width = 5.5 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 141 -449 Chords Tens.Comp. D - E 141 -449 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - C 7 -394 Webs Tens.Comp. E - H 7 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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 999 447 VERT(CL):0.020 I 999 447 HORZ(LL):0.005 F - - HORZ(TL):0.012 F - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.468 Max Web CSI:0.402 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:E2 Ply: 1 Qty:6 SEQN:224744 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T7 DrwNo:034.21.1454.46510 DLD /NDW 02/03/2021 W1 W4 W7 18'8" 4'9"14 4'9"14 9'4" 4'6"2 13'10"2 4'6"2 18'8" 4'9"14 9'4" 9'4" 18'8" 9'4"1'2"8 1'2"8 1'3"1510'7"1510'11"7A B C D E F G HIJ 12 12 2X3 4X5 3X5 4X4 3X7 3X5 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; M6 2x4 SP #2; Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 AA*130 /-/-/58 /34 /20 Wind reactions based on MWFRS AA Brg Width = 177 Min Req =- Bearing AA is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 447 -261 Chords Tens.Comp. G - M 447 -244 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - U 0 -566 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.006 G 999 360 VERT(CL):0.008 G 999 355 HORZ(LL):-0.020 F - - HORZ(TL):0.029 F - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.107 Max Web CSI:0.167 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:F1 Ply: 1 Qty:1 SEQN:224431 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T15 DrwNo:034.21.1454.43970 DLD /NDW 02/03/2021 W1 W2 M6 14'10" 9" 1'4"(TYP) 6"4 7'5" 7'5" 14'10" 7'5" 14'10" 14'10"1'2"81'3"158'8"159'0"7A G M N OUAA 12 12 3X3 2X6 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; M6 2x4 SP #2; Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 AA*130 /-/-/58 /34 /20 Wind reactions based on MWFRS AA Brg Width = 177 Min Req =- Bearing AA is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - G 447 -261 Chords Tens.Comp. G - M 447 -244 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - U 0 -566 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.006 G 999 360 VERT(CL):0.008 G 999 355 HORZ(LL):-0.020 F - - HORZ(TL):0.029 F - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.107 Max Web CSI:0.167 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:F1 Ply: 1 Qty:1 SEQN:224431 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T15 DrwNo:034.21.1454.43970 DLD /NDW 02/03/2021 W1 W2 M6 14'10" 9" 1'4"(TYP) 6"4 7'5" 7'5" 14'10" 7'5" 14'10" 14'10"1'2"81'3"158'8"159'0"7A G M N OUAA 12 12 3X3 2X6 4X4 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W7 2x6 SP #1; W4 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 I 434 /-/-/261 /16 /146 G 499 /-/-/292 /22 /- Wind reactions based on MWFRS I Brg Width = -Min Req =- G Brg Width = 5.5 Min Req =1.5 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: 16.0 " 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 2015 TPI Std:2014 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 H 999 360 VERT(CL):0.012 H 999 355 HORZ(LL):0.004 E - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.086 Max BC CSI:0.304 Max Web CSI:0.228 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:F2 Ply: 1 Qty:4 SEQN:224427 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T16 DrwNo:034.21.1454.06303 DLD /NDW 02/03/2021 W1 W4 W7 14'10" 3'10"6 3'10"6 7'5" 3'6"10 10'11"10 3'6"10 14'10" 3'10"6 7'5" 7'5" 14'10" 7'5"1'2"81'3"158'8"159'0"7A B C D E F GHI 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W7 2x6 SP #1; W4 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 I 434 /-/-/261 /16 /146 G 499 /-/-/292 /22 /- Wind reactions based on MWFRS I Brg Width = -Min Req =- G Brg Width = 5.5 Min Req =1.5 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: 16.0 " 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 2015 TPI Std:2014 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 H 999 360 VERT(CL):0.012 H 999 355 HORZ(LL):0.004 E - - HORZ(TL):0.008 E - - Creep Factor: 2.0 Max TC CSI:0.086 Max BC CSI:0.304 Max Web CSI:0.228 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:F2 Ply: 1 Qty:4 SEQN:224427 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T16 DrwNo:034.21.1454.06303 DLD /NDW 02/03/2021 W1 W4 W7 14'10" 3'10"6 3'10"6 7'5" 3'6"10 10'11"10 3'6"10 14'10" 3'10"6 7'5" 7'5" 14'10" 7'5"1'2"81'3"158'8"159'0"7A B C D E F GHI 12 12 2X3 3X5 3X5 4X4 3X7 3X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 W*130 /-/-/58 /40 /20 Wind reactions based on MWFRS W Brg Width = 167 Min Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 467 -209 Chords Tens.Comp. F - K 467 -190 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. F - R 0 -588 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.006 F 999 360 VERT(CL):0.008 F 999 334 HORZ(LL):-0.021 E - - HORZ(TL):0.030 E - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.106 Max Web CSI:0.701 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:G1 Ply: 1 Qty:1 SEQN:224824 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T3 DrwNo:034.21.1454.03787 DLD /NDW 02/03/2021 W1 W2 13'11" 1'7"8 1'4"(TYP) 1'4"12 6'11"8 6'11"8 13'11" 6'11"8 13'11" 13'11"1'2"81'3"158'3"78'6"15A F K L M R W 12 12 2X6 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 W*130 /-/-/58 /40 /20 Wind reactions based on MWFRS W Brg Width = 167 Min Req =- Bearing W is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - F 467 -209 Chords Tens.Comp. F - K 467 -190 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. F - R 0 -588 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.006 F 999 360 VERT(CL):0.008 F 999 334 HORZ(LL):-0.021 E - - HORZ(TL):0.030 E - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.106 Max Web CSI:0.701 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:G1 Ply: 1 Qty:1 SEQN:224824 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T3 DrwNo:034.21.1454.03787 DLD /NDW 02/03/2021 W1 W2 13'11" 1'7"8 1'4"(TYP) 1'4"12 6'11"8 6'11"8 13'11" 6'11"8 13'11" 13'11"1'2"81'3"158'3"78'6"15A F K L M R W 12 12 2X6 4X4 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 407 /-/-/245 /15 /138 E 472 /-/-/276 /21 /- Wind reactions based on MWFRS G Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5 Bearings G & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 -400 Chords Tens.Comp. B - C 85 -402 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 93 -432 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.007 F 999 334 HORZ(LL):0.002 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.325 Max BC CSI:0.259 Max Web CSI:0.084 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:G2 Ply: 1 Qty:4 SEQN:224816 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T2 DrwNo:034.21.1454.00450 DLD /NDW 02/03/2021 W1 W5 13'11" 6'11"8 6'11"8 13'11" 6'11"8 6'11"8 6'11"8 13'11" 6'11"8 1'2"81'3"158'3"78'6"15A B C D EFG 12 12 4X7 2X6 4X5 3X7 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 407 /-/-/245 /15 /138 E 472 /-/-/276 /21 /- Wind reactions based on MWFRS G Brg Width = 5.5 Min Req =1.5 E Brg Width = 5.5 Min Req =1.5 Bearings G & E are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 84 -400 Chords Tens.Comp. B - C 85 -402 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 93 -432 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.007 F 999 334 HORZ(LL):0.002 B - - HORZ(TL):0.003 B - - Creep Factor: 2.0 Max TC CSI:0.325 Max BC CSI:0.259 Max Web CSI:0.084 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:G2 Ply: 1 Qty:4 SEQN:224816 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T2 DrwNo:034.21.1454.00450 DLD /NDW 02/03/2021 W1 W5 13'11" 6'11"8 6'11"8 13'11" 6'11"8 6'11"8 6'11"8 13'11" 6'11"8 1'2"81'3"158'3"78'6"15A B C D EFG 12 12 4X7 2X6 4X5 3X7 3X7 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 X*139 /-/-/60 /52 /22 Wind reactions based on MWFRS X Brg Width = 155 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 510 -201 Chords Tens.Comp. G - L 510 -215 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - S 0 -642 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.007 G 999 360 VERT(CL):0.008 G 999 310 HORZ(LL):-0.021 F - - HORZ(TL):0.029 F - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.085 Max Web CSI:0.670 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:H1 Ply: 1 Qty:1 SEQN:224467 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T23 DrwNo:034.21.1453.55347 DLD /NDW 02/03/2021 W1 W2 12'11" 1'1"8 1'4" (TYP) 10"12 6'5"8 6'5"8 12'11" 6'5"8 12'11" 12'11"1'2"8 1'2"81'3"157'9"78'0"15A B G L M N S X 12 12 3X3 2X6 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W2 2x6 SP #1; Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-4-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals 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 X*139 /-/-/60 /52 /22 Wind reactions based on MWFRS X Brg Width = 155 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 510 -201 Chords Tens.Comp. G - L 510 -215 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - S 0 -642 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.007 G 999 360 VERT(CL):0.008 G 999 310 HORZ(LL):-0.021 F - - HORZ(TL):0.029 F - - Creep Factor: 2.0 Max TC CSI:0.169 Max BC CSI:0.085 Max Web CSI:0.670 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:H1 Ply: 1 Qty:1 SEQN:224467 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T23 DrwNo:034.21.1453.55347 DLD /NDW 02/03/2021 W1 W2 12'11" 1'1"8 1'4" (TYP) 10"12 6'5"8 6'5"8 12'11" 6'5"8 12'11" 12'11"1'2"8 1'2"81'3"157'9"78'0"15A B G L M N S X 12 12 3X3 2X6 4X4 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 440 /-/-/258 /20 /142 F 440 /-/-/258 /20 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 91 -402 Webs Tens.Comp. D - F 91 -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: 16.0 " 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.006 G 999 310 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.222 Max Web CSI:0.065 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:H2 Ply: 1 Qty:2 SEQN:224463 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T12 DrwNo:034.21.1453.51120 DLD /NDW 02/03/2021 W1 W5 12'11" 6'5"8 6'5"8 12'11" 6'5"8 6'5"8 6'5"8 12'11" 6'5"81'2"8 1'2"81'3"157'9"78'0"15A B C D E FGH 12 12 3X7 2X6 4X5 3X7 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 440 /-/-/258 /20 /142 F 440 /-/-/258 /20 /- Wind reactions based on MWFRS H Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings H & F are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 91 -402 Webs Tens.Comp. D - F 91 -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: 16.0 " 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 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.006 G 999 310 HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.267 Max BC CSI:0.222 Max Web CSI:0.065 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:H2 Ply: 1 Qty:2 SEQN:224463 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T12 DrwNo:034.21.1453.51120 DLD /NDW 02/03/2021 W1 W5 12'11" 6'5"8 6'5"8 12'11" 6'5"8 6'5"8 6'5"8 12'11" 6'5"81'2"8 1'2"81'3"157'9"78'0"15A B C D E FGH 12 12 3X7 2X6 4X5 3X7 3X7 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3 2x4 SP #3; 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 120 13.22 29.21Apply 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-15 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 M 629 /-/-/411 /-/134 I 1100 /-/-/683 /-/- H 172 /-/-/87 /-/- Wind reactions based on MWFRS M Brg Width = 5.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = -Min Req =- Bearings M & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -652 Chords Tens.Comp. C - D 39 -407 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 438 -107 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - M 41 -590 D - I 40 -482 Webs Tens.Comp. E - I 0 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.011 K 999 522 VERT(CL):0.025 L 999 522 HORZ(LL):0.005 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.484 Max Web CSI:0.468 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Ply: 1 Qty:8 SEQN:226131 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T28 DrwNo:034.21.1504.45130 DLD /NDW 02/03/2021 W1 W2 W3 21'9"4 9'4"4 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 29'2"9 7'5"5 31'1"8 1'10"15 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 31'1"8 9'4"41'2"8 1'1"4 10'6"512'1"712'4"13(a) (a) (a)(a) (a) (a) A B C D E F G HIJKLM 10 12 3X7 2X3 3X5 3X5 3X5 5X5 3X5 2X3 3X7 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3 2x4 SP #3; 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 120 13.22 29.21Apply 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-15 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 M 629 /-/-/411 /-/134 I 1100 /-/-/683 /-/- H 172 /-/-/87 /-/- Wind reactions based on MWFRS M Brg Width = 5.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = -Min Req =- Bearings M & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 7 -652 Chords Tens.Comp. C - D 39 -407 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 438 -107 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - M 41 -590 D - I 40 -482 Webs Tens.Comp. E - I 0 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.011 K 999 522 VERT(CL):0.025 L 999 522 HORZ(LL):0.005 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.484 Max Web CSI:0.468 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Ply: 1 Qty:8 SEQN:226131 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T28 DrwNo:034.21.1504.45130 DLD /NDW 02/03/2021 W1 W2 W3 21'9"4 9'4"4 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 29'2"9 7'5"5 31'1"8 1'10"15 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 31'1"8 9'4"41'2"8 1'1"4 10'6"512'1"712'4"13(a) (a) (a)(a) (a) (a) A B C D E F G HIJKLM 10 12 3X7 2X3 3X5 3X5 3X5 5X5 3X5 2X3 3X7 5X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 12.76 28.75Apply 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-15 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 L 364 /-/-/197 /-/117 K 644 /-/-/413 /34 /- G 750 /-/-/382 /60 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- K Brg Width = 3.5 Min Req =1.5 G Brg Width = -Min Req =- Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 118 -582 C - D 115 -418 Chords Tens.Comp. D - E 115 -418 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 456 -219J - I 377 -94 Chords Tens.Comp. I - H 377 -94 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 120 -588 D - H 112 -404 Webs Tens.Comp. H - E 582 -113 E - G 141 -668 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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):0.019 D 999 588 VERT(CL):0.040 D 999 588 HORZ(LL):0.006 F - - HORZ(TL):0.013 F - - Creep Factor: 2.0 Max TC CSI:0.680 Max BC CSI:0.493 Max Web CSI:0.456 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Ply: 1 Qty:4 SEQN:226134 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T161 DrwNo:034.21.1500.46013 DLD /NDW 02/03/2021 W1 W2 W3 6'1"12 24'6"4 6'2"10 6'2"10 12'9"2 6'6"8 21'3"12 8'6"10 28'9"1 7'5"5 30'8" 1'10"15 6'2"10 6'2"10 12'9"2 6'6"8 21'3"12 8'6"10 30'8" 9'4"4 1'5"14 10'6"512'1"7(a)(a) (a) (a) (a) (a) A B C D E F GHIJKL 10 12 3X5 2X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 12.76 28.75Apply 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-15 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 L 364 /-/-/197 /-/117 K 644 /-/-/413 /34 /- G 750 /-/-/382 /60 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- K Brg Width = 3.5 Min Req =1.5 G Brg Width = -Min Req =- Bearing K is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 118 -582 C - D 115 -418 Chords Tens.Comp. D - E 115 -418 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 456 -219J - I 377 -94 Chords Tens.Comp. I - H 377 -94 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - B 120 -588 D - H 112 -404 Webs Tens.Comp. H - E 582 -113 E - G 141 -668 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.90 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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):0.019 D 999 588 VERT(CL):0.040 D 999 588 HORZ(LL):0.006 F - - HORZ(TL):0.013 F - - Creep Factor: 2.0 Max TC CSI:0.680 Max BC CSI:0.493 Max Web CSI:0.456 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Ply: 1 Qty:4 SEQN:226134 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T161 DrwNo:034.21.1500.46013 DLD /NDW 02/03/2021 W1 W2 W3 6'1"12 24'6"4 6'2"10 6'2"10 12'9"2 6'6"8 21'3"12 8'6"10 28'9"1 7'5"5 30'8" 1'10"15 6'2"10 6'2"10 12'9"2 6'6"8 21'3"12 8'6"10 30'8" 9'4"4 1'5"14 10'6"512'1"7(a)(a) (a) (a) (a) (a) A B C D E F GHIJKL 10 12 3X5 2X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 L 894 /-/-/556 /-/101 G 896 /-/-/453 /-/- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 G 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 0 -1067 B - C 0 -875 Chords Tens.Comp. C - D 0 -533 D - E 0 -533 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 761 -47 J - I 594 0 Chords Tens.Comp. I - H 594 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 0 -858 A - K 723 0D - H 0 -412 Webs Tens.Comp. H - E 754 0 E - G 0 -815 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 J 999 743 VERT(CL):0.057 J 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.515 Max Web CSI:0.526 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J3 Ply: 1 Qty:4 SEQN:226137 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T148 DrwNo:034.21.1459.43250 DLD /NDW 02/03/2021 W1 W2 W3 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'11"8 9'4"4 1'2"15 10'6"512'1"7(a) (a)(a) (a) (a) A B C D E F GHIJKL 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 L 894 /-/-/556 /-/101 G 896 /-/-/453 /-/- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 G 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 0 -1067 B - C 0 -875 Chords Tens.Comp. C - D 0 -533 D - E 0 -533 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 761 -47 J - I 594 0 Chords Tens.Comp. I - H 594 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 0 -858 A - K 723 0D - H 0 -412 Webs Tens.Comp. H - E 754 0 E - G 0 -815 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 J 999 743 VERT(CL):0.057 J 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.515 Max Web CSI:0.526 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J3 Ply: 1 Qty:4 SEQN:226137 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T148 DrwNo:034.21.1459.43250 DLD /NDW 02/03/2021 W1 W2 W3 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'11"8 9'4"4 1'2"15 10'6"512'1"7(a) (a)(a) (a) (a) A B C D E F GHIJKL 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 13.05 29.05Apply 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-15 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 N 878 /-/-/566 /-/122 G 881 /-/-/544 /-/- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req =1.5 G Brg Width = 2.1 Min Req =2.1 Bearings N & 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 0 -1046 B - C 1 -853 Chords Tens.Comp. C - D 0 -506 D - E 0 -506 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 745 -89 L - K 577 -1 Chords Tens.Comp. K - J 577 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 0 -842 A - M 707 0D - J 0 -387 J - E 734 0 Webs Tens.Comp. E - I 0 -887 G - I 929 0F - G 929 -689 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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):0.034 D 999 735 VERT(CL):0.073 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.050 F - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.478 Max Web CSI:0.567 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J4 Ply: 1 Qty:3 SEQN:226140 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T162 DrwNo:034.21.1459.37923 DLD /NDW 02/03/2021 W1 W2 W3 30'8"10 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'5"2 8'9"14 30'6"8 1"6 30'8"10 2"2 4'8"21'2"15 6'0"912'1"7(a) (a)(a)(a) A B C D E F G HIJKLMN 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 4X4 2X64X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 13.05 29.05Apply 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-15 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 N 878 /-/-/566 /-/122 G 881 /-/-/544 /-/- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req =1.5 G Brg Width = 2.1 Min Req =2.1 Bearings N & 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 0 -1046 B - C 1 -853 Chords Tens.Comp. C - D 0 -506 D - E 0 -506 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 745 -89 L - K 577 -1 Chords Tens.Comp. K - J 577 -1 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 0 -842 A - M 707 0D - J 0 -387 J - E 734 0 Webs Tens.Comp. E - I 0 -887 G - I 929 0F - G 929 -689 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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):0.034 D 999 735 VERT(CL):0.073 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.050 F - - Creep Factor: 2.0 Max TC CSI:0.723 Max BC CSI:0.478 Max Web CSI:0.567 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J4 Ply: 1 Qty:3 SEQN:226140 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T162 DrwNo:034.21.1459.37923 DLD /NDW 02/03/2021 W1 W2 W3 30'8"10 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'5"2 8'9"14 30'6"8 1"6 30'8"10 2"2 4'8"21'2"15 6'0"912'1"7(a) (a)(a)(a) A B C D E F G HIJKLMN 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 4X4 2X64X4 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 12.54 29.05Apply 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-15 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 828 /-/-/436 /29 /50 G 897 /-/-/422 /89 /- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req =1.5 G Brg Width = 2.1 Min Req =2.1 Bearings N & 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 90 -497 B - C 135 -604 Chords Tens.Comp. C - D 122 -518 D - E 122 -518 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 450 -114 L - K 538 -119 Chords Tens.Comp. K - J 538 -119 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 139 -793 A - M 695 -97M - B 94 -454 D - J 113 -489 Webs Tens.Comp. J - E 743 -133 E - I 185 -948G - I 989 -174 F - G 1121 -873 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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 D 999 735 VERT(CL):0.076 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.049 F - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.495 Max Web CSI:0.922 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J5 Ply: 1 Qty:5 SEQN:226144 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T159 DrwNo:034.21.1459.32317 DLD /NDW 02/03/2021 W1 30'8"10 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 29'0"9 7'3"9 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 30'5"2 8'8"2 30'6"8 1"6 30'8"10 2"2 4'8"27'11"46'0"912'1"7(a) (a)(a) (a)(a)(a) A B C D E F G HIJKLMN 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 5X8 4X4 2X64X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 12.54 29.05Apply 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-15 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 828 /-/-/436 /29 /50 G 897 /-/-/422 /89 /- Wind reactions based on MWFRS N Brg Width = 3.5 Min Req =1.5 G Brg Width = 2.1 Min Req =2.1 Bearings N & 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 90 -497 B - C 135 -604 Chords Tens.Comp. C - D 122 -518 D - E 122 -518 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 450 -114 L - K 538 -119 Chords Tens.Comp. K - J 538 -119 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 139 -793 A - M 695 -97M - B 94 -454 D - J 113 -489 Webs Tens.Comp. J - E 743 -133 E - I 185 -948G - I 989 -174 F - G 1121 -873 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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 D 999 735 VERT(CL):0.076 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.049 F - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.495 Max Web CSI:0.922 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J5 Ply: 1 Qty:5 SEQN:226144 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T159 DrwNo:034.21.1459.32317 DLD /NDW 02/03/2021 W1 30'8"10 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 29'0"9 7'3"9 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 30'5"2 8'8"2 30'6"8 1"6 30'8"10 2"2 4'8"27'11"46'0"912'1"7(a) (a)(a) (a)(a)(a) A B C D E F G HIJKLMN 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 5X8 4X4 2X64X4 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 12.54 29.05Apply 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-15 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 828 /-/-/436 /29 /50 G 897 /-/-/422 /89 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- G Brg Width = 2.1 Min Req =2.1 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 -497 B - C 135 -604 Chords Tens.Comp. C - D 122 -518 D - E 122 -518 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 450 -114 L - K 538 -119 Chords Tens.Comp. K - J 538 -119 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 139 -793 A - M 695 -97M - B 94 -454 D - J 113 -489 Webs Tens.Comp. J - E 743 -133 E - I 185 -948G - I 989 -174 F - G 1121 -873 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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 D 999 735 VERT(CL):0.076 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.049 F - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.495 Max Web CSI:0.922 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J6 Ply: 1 Qty:8 SEQN:226147 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T164 DrwNo:034.21.1459.27163 DLD /NDW 02/03/2021 W1 30'8"10 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 29'0"9 7'3"9 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 30'5"2 8'8"2 30'6"8 1"6 30'8"10 2"2 4'8"27'11"46'0"912'1"7(a) (a)(a) (a)(a)(a) A B C D E F G HIJKLMN 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 5X8 4X4 2X64X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero 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 75 12.54 29.05Apply 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-15 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 828 /-/-/436 /29 /50 G 897 /-/-/422 /89 /- Wind reactions based on MWFRS N Brg Width = -Min Req =- G Brg Width = 2.1 Min Req =2.1 Bearing G is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 90 -497 B - C 135 -604 Chords Tens.Comp. C - D 122 -518 D - E 122 -518 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 450 -114 L - K 538 -119 Chords Tens.Comp. K - J 538 -119 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 139 -793 A - M 695 -97M - B 94 -454 D - J 113 -489 Webs Tens.Comp. J - E 743 -133 E - I 185 -948G - I 989 -174 F - G 1121 -873 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 2h C&C Dist a: 3.07 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 2015 TPI Std:2014 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 D 999 735 VERT(CL):0.076 D 999 735 HORZ(LL):0.023 F - - HORZ(TL):0.049 F - - Creep Factor: 2.0 Max TC CSI:0.907 Max BC CSI:0.495 Max Web CSI:0.922 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J6 Ply: 1 Qty:8 SEQN:226147 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T164 DrwNo:034.21.1459.27163 DLD /NDW 02/03/2021 W1 30'8"10 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 29'0"9 7'3"9 30'5"2 1'4"9 30'6"8 1"6 30'8"10 2"2 6'6"2 6'6"2 12'6"8 6'0"6 21'9" 9'2"8 30'5"2 8'8"2 30'6"8 1"6 30'8"10 2"2 4'8"27'11"46'0"912'1"7(a) (a)(a) (a)(a)(a) A B C D E F G HIJKLMN 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 5X8 4X4 2X64X4 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3; 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 75 12.54 29.05Apply 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-15 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 L 837 /-/-/440 /30 /51 G 900 /-/-/429 /84 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 99 -503 B - C 148 -614 Chords Tens.Comp. C - D 137 -539 D - E 137 -540 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 456 -119 J - I 547 -126 Chords Tens.Comp. I - H 547 -126 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 153 -803 A - K 705 -110 K - B 103 -461 Webs Tens.Comp. D - H 124 -513 H - E 759 -144 E - G 169 -840 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 D 999 743 VERT(CL):0.057 D 999 743 HORZ(LL):0.006 G - - HORZ(TL):0.014 F - - Creep Factor: 2.0 Max TC CSI:0.966 Max BC CSI:0.529 Max Web CSI:0.933 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J7 Ply: 1 Qty:4 SEQN:226150 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T21 DrwNo:034.21.1459.24517 DLD /NDW 02/03/2021 W1 30'11"8 12'6"8 12'6"8 29'0"9 16'6"1 30'11"8 1'10"15 30'11"8 30'11"87'11"410'6"512'1"7(a) (a)(a) (a)(a) (a) (a) A B C D E F GHIJKL 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X8 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x4 SP #3; 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 75 12.54 29.05Apply 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-15 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 L 837 /-/-/440 /30 /51 G 900 /-/-/429 /84 /- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 99 -503 B - C 148 -614 Chords Tens.Comp. C - D 137 -539 D - E 137 -540 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 456 -119 J - I 547 -126 Chords Tens.Comp. I - H 547 -126 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 153 -803 A - K 705 -110 K - B 103 -461 Webs Tens.Comp. D - H 124 -513 H - E 759 -144 E - G 169 -840 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.12 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 D 999 743 VERT(CL):0.057 D 999 743 HORZ(LL):0.006 G - - HORZ(TL):0.014 F - - Creep Factor: 2.0 Max TC CSI:0.966 Max BC CSI:0.529 Max Web CSI:0.933 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J7 Ply: 1 Qty:4 SEQN:226150 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T21 DrwNo:034.21.1459.24517 DLD /NDW 02/03/2021 W1 30'11"8 12'6"8 12'6"8 29'0"9 16'6"1 30'11"8 1'10"15 30'11"8 30'11"87'11"410'6"512'1"7(a) (a)(a) (a)(a) (a) (a) A B C D E F GHIJKL 4 12 10 12 3X3 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X8 5X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 L 894 /-/-/556 /-/101 G 896 /-/-/453 /-/- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1067 B - C 0 -875 Chords Tens.Comp. C - D 0 -533 D - E 0 -533 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 761 -47 J - I 594 0 Chords Tens.Comp. I - H 594 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 0 -858 A - K 723 0 D - H 0 -412 Webs Tens.Comp. H - E 754 0 E - G 0 -815 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 J 999 743 VERT(CL):0.057 J 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.515 Max Web CSI:0.526 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J8 Ply: 1 Qty:7 SEQN:226153 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T37 DrwNo:034.21.1459.21780 DLD /NDW 02/03/2021 W1 W2 W3 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'11"8 9'4"4 1'2"15 10'6"512'1"7(a) (a)(a) (a) (a) A B C D E F GHIJKL 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 L 894 /-/-/556 /-/101 G 896 /-/-/453 /-/- Wind reactions based on MWFRS L Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1067 B - C 0 -875 Chords Tens.Comp. C - D 0 -533 D - E 0 -533 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 761 -47 J - I 594 0 Chords Tens.Comp. I - H 594 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - L 0 -858 A - K 723 0 D - H 0 -412 Webs Tens.Comp. H - E 754 0 E - G 0 -815 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 J 999 743 VERT(CL):0.057 J 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.787 Max BC CSI:0.515 Max Web CSI:0.526 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J8 Ply: 1 Qty:7 SEQN:226153 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T37 DrwNo:034.21.1459.21780 DLD /NDW 02/03/2021 W1 W2 W3 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 29'0"9 7'5"5 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'7"4 8'6"10 30'11"8 9'4"4 1'2"15 10'6"512'1"7(a) (a)(a) (a) (a) A B C D E F GHIJKL 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 2X3 3X7 5X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W9 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 O 894 /-/-/556 /-/107 H 896 /-/-/452 /-/- Wind reactions based on MWFRS O Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1065 B - C 0 -876 Chords Tens.Comp. C - D 0 -521 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 760 -47 M - L 597 0 Chords Tens.Comp. L - K 597 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -857 A - N 720 0 K - I 547 0 Webs Tens.Comp. D - I 0 -428 I - F 747 0 F - H 0 -841 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 M 999 743 VERT(CL):0.057 M 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.359 Max Web CSI:0.434 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J9 Ply: 1 Qty:2 SEQN:226182 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T44 DrwNo:034.21.1428.05827 DLD /NDW 02/03/2021 W1 W2 W3 W9 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'9" 8'8"6 26'3"8 4'6"8 29'0"9 2'9"1 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'9" 8'8"6 26'3"8 4'6"8 30'11"8 4'8" 1'2"15 1'4"9'2"512'1"7(a) (a) (a) (a) (a) (a) A B C D E F G H IJKLMNO 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 3X7 3X5 2X3 5X82X3 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W9 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 O 894 /-/-/556 /-/107 H 896 /-/-/452 /-/- Wind reactions based on MWFRS O Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1065 B - C 0 -876 Chords Tens.Comp. C - D 0 -521 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 760 -47 M - L 597 0 Chords Tens.Comp. L - K 597 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -857 A - N 720 0 K - I 547 0 Webs Tens.Comp. D - I 0 -428 I - F 747 0 F - H 0 -841 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 M 999 743 VERT(CL):0.057 M 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.719 Max BC CSI:0.359 Max Web CSI:0.434 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J9 Ply: 1 Qty:2 SEQN:226182 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T44 DrwNo:034.21.1428.05827 DLD /NDW 02/03/2021 W1 W2 W3 W9 30'11"8 6'4"6 6'4"6 13'0"10 6'8"3 21'9" 8'8"6 26'3"8 4'6"8 29'0"9 2'9"1 30'11"8 1'10"15 6'4"6 6'4"6 13'0"10 6'8"3 21'9" 8'8"6 26'3"8 4'6"8 30'11"8 4'8" 1'2"15 1'4"9'2"512'1"7(a) (a) (a) (a) (a) (a) A B C D E F G H IJKLMNO 10 12 3X5 3X3 3X5 3X5 3X5 5X7 3X5 3X7 3X5 2X3 5X82X3 5X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5 /-5 /-/121 /120 /161 B*124 /-/-/45 /35 /- G -/-6 /-/33 /16 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 266 -454 Gables Tens.Comp. H - E 266 -508 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 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 9.17 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 D 999 346 HORZ(LL):0.004 E - - HORZ(TL):0.004 E - - Creep Factor: 2.0 Max TC CSI:0.378 Max BC CSI:0.035 Max Web CSI:0.216 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Hat Ply: 1 Qty:20 SEQN:224611 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T139 DrwNo:034.21.1504.41960 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 3'4"4 4'(TYP) 7"11 7"11 8' 7'4"4 15'4"4 7'4"4 15'11"15 7"11 7"11 7"11 15'4"4 14'8"8 15'11"15 7"116'6"61"10 6'8"A B C D E F G HJ 10 12 2X6(A1) 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details. Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 5 /-5 /-/121 /120 /161 B*124 /-/-/45 /35 /- G -/-6 /-/33 /16 /- Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - J 266 -454 Gables Tens.Comp. H - E 266 -508 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 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 9.17 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 D 999 346 HORZ(LL):0.004 E - - HORZ(TL):0.004 E - - Creep Factor: 2.0 Max TC CSI:0.378 Max BC CSI:0.035 Max Web CSI:0.216 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Hat Ply: 1 Qty:20 SEQN:224611 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T139 DrwNo:034.21.1504.41960 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 3'4"4 4'(TYP) 7"11 7"11 8' 7'4"4 15'4"4 7'4"4 15'11"15 7"11 7"11 7"11 15'4"4 14'8"8 15'11"15 7"116'6"61"10 6'8"A B C D E F G HJ 10 12 2X6(A1) 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Laterally brace TC below filler at 24" OC. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback to be braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 121 /-/-/80 /36 /138 B*127 /-/-/39 /20 /- I -/-7 /-/34 /16 /- L /-132 J /-242 Wind reactions based on MWFRS M Brg Width = 11.1 Min Req =1.5 B Brg Width = 173 Min Req =- I Brg Width = 5.5 Min Req =1.5 Bearings M, B, & I are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. D - E 141 -514 E - L 141 -513 Gables Tens.Comp. J - G 266 -507 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 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 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.003 F 999 340 HORZ(LL):0.003 G - - HORZ(TL):0.004 G - - Creep Factor: 2.0 Max TC CSI:0.380 Max BC CSI:0.034 Max Web CSI:0.228 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Hat Ply: 1 Qty:17 SEQN:224631 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T36 DrwNo:034.21.1500.42397 DLD /NDW 02/03/2021 1'4"11 14'5"10 7"11 3'4"4 4'(TYP) 10"3 10"3 1'4"11 6"8 8'6"1 7'1"6 15'10"5 7'4"4 16'6"1 7"11 1'4"11 1'4"11 15'10"5 14'5"10 16'6"1 7"111'3"136'6"61"10 6'8"A B C D E F G H I JLM 4 12 10 12 2X6(A1)3X3 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 16.0" 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-15 section301.5. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&Cmember design. Laterally brace TC below filler at 24" OC. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback to be braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL M 121 /-/-/80 /36 /138 B*127 /-/-/39 /20 /- I -/-7 /-/34 /16 /- L /-132 J /-242 Wind reactions based on MWFRS M Brg Width = 11.1 Min Req =1.5 B Brg Width = 173 Min Req =- I Brg Width = 5.5 Min Req =1.5 Bearings M, B, & I are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs)Gables Tens.Comp. D - E 141 -514 E - L 141 -513 Gables Tens.Comp. J - G 266 -507 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.11 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 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.003 F 999 340 HORZ(LL):0.003 G - - HORZ(TL):0.004 G - - Creep Factor: 2.0 Max TC CSI:0.380 Max BC CSI:0.034 Max Web CSI:0.228 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Hat Ply: 1 Qty:17 SEQN:224631 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T36 DrwNo:034.21.1500.42397 DLD /NDW 02/03/2021 1'4"11 14'5"10 7"11 3'4"4 4'(TYP) 10"3 10"3 1'4"11 6"8 8'6"1 7'1"6 15'10"5 7'4"4 16'6"1 7"11 1'4"11 1'4"11 15'10"5 14'5"10 16'6"1 7"111'3"136'6"61"10 6'8"A B C D E F G H I JLM 4 12 10 12 2X6(A1)3X3 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X6(A1) 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 38 5.76 8.95 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-465 /-/281 /299 /127 B*183 /-/-/57 /63 /- F -/-390 /-/220 /175 /- B /-109 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- F Brg Width = 5.5 Min Req =1.5 Bearings A, B, & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 183 -445 Chords Tens.Comp. D - E 164 -436 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - G 69 -440 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 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 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.004 D 999 346 HORZ(LL):0.003 G - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.619 Max BC CSI:0.134 Max Web CSI:0.208 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JA Hat Ply: 1 Qty:2 SEQN:226163 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T17 DrwNo:034.21.1506.54393 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 7"11 7"11 6'4"13 5'9"1 9'7"2 3'2"6 15'4"4 5'9"1 15'11"15 7"11 7"11 7"11 6'4"13 5'9"1 9'7"2 3'2"6 15'4"4 5'9"1 15'11"15 7"115'2"61"10 5'4"A B C D E F GH 10 12 2X3 4X4 4X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X6(A1) 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 38 5.76 8.95 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-465 /-/281 /299 /127 B*183 /-/-/57 /63 /- F -/-390 /-/220 /175 /- B /-109 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- F Brg Width = 5.5 Min Req =1.5 Bearings A, B, & F are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 183 -445 Chords Tens.Comp. D - E 164 -436 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - G 69 -440 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.87 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 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.004 D 999 346 HORZ(LL):0.003 G - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.619 Max BC CSI:0.134 Max Web CSI:0.208 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JA Hat Ply: 1 Qty:2 SEQN:226163 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T17 DrwNo:034.21.1506.54393 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 7"11 7"11 6'4"13 5'9"1 9'7"2 3'2"6 15'4"4 5'9"1 15'11"15 7"11 7"11 7"11 6'4"13 5'9"1 9'7"2 3'2"6 15'4"4 5'9"1 15'11"15 7"115'2"61"10 5'4"A B C D E F GH 10 12 2X3 4X4 4X7 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 4.16 10.55 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-157 /-/155 /152 /94 B*113 /-/-/49 /72 /- G -/-157 /-/155 /89 /- B /-169 F /-169 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.21 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 J 999 360 VERT(CL):0.002 D 999 346 HORZ(LL):0.004 H - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.061 Max Web CSI:0.050 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JB Hat Ply: 1 Qty:2 SEQN:224617 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T41 DrwNo:034.21.1506.37333 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 4'0"2 3'4"2 (TYP) 7"11 7"11 4'9"10 4'1"14 11'2"6 6'4"12 15'4"4 4'1"14 15'11"15 7"11 7"11 7"11 4'9"10 4'1"14 11'2"6 6'4"12 15'4"4 4'1"14 15'11"15 7"113'10"61"10 4'A B C E F G HJ 10 12 2X6(A1) 4X4 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 4.16 10.55 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-157 /-/155 /152 /94 B*113 /-/-/49 /72 /- G -/-157 /-/155 /89 /- B /-169 F /-169 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 24.21 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 J 999 360 VERT(CL):0.002 D 999 346 HORZ(LL):0.004 H - - HORZ(TL):0.004 H - - Creep Factor: 2.0 Max TC CSI:0.223 Max BC CSI:0.061 Max Web CSI:0.050 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JB Hat Ply: 1 Qty:2 SEQN:224617 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T41 DrwNo:034.21.1506.37333 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 4'0"2 3'4"2 (TYP) 7"11 7"11 4'9"10 4'1"14 11'2"6 6'4"12 15'4"4 4'1"14 15'11"15 7"11 7"11 7"11 4'9"10 4'1"14 11'2"6 6'4"12 15'4"4 4'1"14 15'11"15 7"113'10"61"10 4'A B C E F G HJ 10 12 2X6(A1) 4X4 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 2.56 12.15 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-31 /-/54 /57 /61 B*94 /-/-/40 /53 /- G -/-31 /-/21 /16 /- I /-133 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 262 -478 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.55 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.002 D 999 346 HORZ(LL):0.002 H - - HORZ(TL):0.002 H - - Creep Factor: 2.0 Max TC CSI:0.429 Max BC CSI:0.060 Max Web CSI:0.056 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JC Hat Ply: 1 Qty:2 SEQN:226166 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T42 DrwNo:034.21.1505.50257 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 2'4"15 4'11"5(TYP) 7"11 7"11 3'2"6 2'6"11 12'9"9 9'7"2 15'4"4 2'6"11 15'11"15 7"11 7"11 7"11 3'2"6 2'6"11 12'9"9 9'7"2 15'4"4 2'6"11 15'11"15 7"112'6"61"10 2'8"A B C D E F G HIJ 10 12 2X6(A1) 4X4 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 2.56 12.15 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-31 /-/54 /57 /61 B*94 /-/-/40 /53 /- G -/-31 /-/21 /16 /- I /-133 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- G Brg Width = 5.5 Min Req =1.5 Bearings A, B, & G are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - I 262 -478 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 23.55 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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(CL):0.002 D 999 346 HORZ(LL):0.002 H - - HORZ(TL):0.002 H - - Creep Factor: 2.0 Max TC CSI:0.429 Max BC CSI:0.060 Max Web CSI:0.056 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JC Hat Ply: 1 Qty:2 SEQN:226166 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T42 DrwNo:034.21.1505.50257 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 2'4"15 4'11"5(TYP) 7"11 7"11 3'2"6 2'6"11 12'9"9 9'7"2 15'4"4 2'6"11 15'11"15 7"11 7"11 7"11 3'2"6 2'6"11 12'9"9 9'7"2 15'4"4 2'6"11 15'11"15 7"112'6"61"10 2'8"A B C D E F G HIJ 10 12 2X6(A1) 4X4 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 0.96 13.75 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 15 /-/-/26 /34 /28 B*84 /-/-/36 /45 /- I 15 /-/-/14 /34 /- M /-156 L /-185 K /-156 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- I Brg Width = 5.5 Min Req =1.5Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.88 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.000 E 999 346 HORZ(LL):0.001 J - - HORZ(TL):0.001 J - - Creep Factor: 2.0 Max TC CSI:0.212 Max BC CSI:0.029 Max Web CSI:0.036 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JD Hat Ply: 1 Qty:2 SEQN:224623 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T45 DrwNo:034.21.1505.33400 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 9"12 2'6"8 (TYP) 4'4' 7"11 7"11 1'7"3 11"8 14'4"12 12'9"9 15'4"4 11"8 15'11"15 7"11 7"11 7"11 14'4"12 13'9" 15'4"4 11"8 15'11"15 7"111'2"61"10 1'4"A B C G H I JKLMN 10 12 2X6(A1) 4X4 4X4 2X6(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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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 75 0.96 13.75 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 16.0" 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB160101014 for piggyback details.Top chord of supporting truss under piggback tobe braced @ 24" O.C., unless otherwise specified. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 15 /-/-/26 /34 /28 B*84 /-/-/36 /45 /- I 15 /-/-/14 /34 /- M /-156 L /-185 K /-156 Wind reactions based on MWFRS A Brg Width = 5.5 Min Req =1.5 B Brg Width = 176 Min Req =- I Brg Width = 5.5 Min Req =1.5Bearings A, B, & I 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.88 ft TCDL: 5.0 psf BCDL: 2.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.17 ft GCpi: 0.18 Wind Duration: 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 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.000 E 999 346 HORZ(LL):0.001 J - - HORZ(TL):0.001 J - - Creep Factor: 2.0 Max TC CSI:0.212 Max BC CSI:0.029 Max Web CSI:0.036 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JD Hat Ply: 1 Qty:2 SEQN:224623 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T45 DrwNo:034.21.1505.33400 DLD /NDW 02/03/2021 7"11 14'8"8 7"11 9"12 2'6"8 (TYP) 4'4' 7"11 7"11 1'7"3 11"8 14'4"12 12'9"9 15'4"4 11"8 15'11"15 7"11 7"11 7"11 14'4"12 13'9" 15'4"4 11"8 15'11"15 7"111'2"61"10 1'4"A B C G H I JKLMN 10 12 2X6(A1) 4X4 4X4 2X6(A1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3 2x4 SP #3; 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 120 13.22 29.21Apply 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-15 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 M 630 /-/-/403 /6 /157 I 1098 /-/-/598 /119 /- H 173 /-/-/76 /13 /- Wind reactions based on MWFRS M Brg Width = 5.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = -Min Req =- Bearings M & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 39 -653 Chords Tens.Comp. C - D 73 -407 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 438 -128 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - M 62 -591 D - I 100 -485 Webs Tens.Comp. E - I 116 -439 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.011 L 999 522 VERT(CL):0.025 L 999 522 HORZ(LL):0.005 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.484 Max Web CSI:0.462 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JE Ply: 1 Qty:1 SEQN:226172 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T19 DrwNo:034.21.1419.38223 DLD /NDW 02/03/2021 W1 W2 W3 21'9"4 9'4"4 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 29'2"9 7'5"5 31'1"8 1'10"15 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 31'1"8 9'4"41'2"8 1'1"4 10'6"512'1"712'4"13(a) (a) (a)(a) (a) (a) A B C D E F G HIJKLM 10 12 3X7 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3 2x4 SP #3; 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 120 13.22 29.21Apply 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-15 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 M 630 /-/-/403 /6 /157 I 1098 /-/-/598 /119 /- H 173 /-/-/76 /13 /- Wind reactions based on MWFRS M Brg Width = 5.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = -Min Req =- Bearings M & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 39 -653 Chords Tens.Comp. C - D 73 -407 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 438 -128 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - M 62 -591 D - I 100 -485 Webs Tens.Comp. E - I 116 -439 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.20 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.011 L 999 522 VERT(CL):0.025 L 999 522 HORZ(LL):0.005 C - - HORZ(TL):0.011 C - - Creep Factor: 2.0 Max TC CSI:0.712 Max BC CSI:0.484 Max Web CSI:0.462 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JE Ply: 1 Qty:1 SEQN:226172 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T19 DrwNo:034.21.1419.38223 DLD /NDW 02/03/2021 W1 W2 W3 21'9"4 9'4"4 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 29'2"9 7'5"5 31'1"8 1'10"15 6'6"6 6'6"6 13'2"10 6'8"4 21'9"4 8'6"10 31'1"8 9'4"41'2"8 1'1"4 10'6"512'1"712'4"13(a) (a) (a)(a) (a) (a) A B C D E F G HIJKLM 10 12 3X7 2X6 3X5 3X5 3X5 4X5 3X5 2X3 3X7 4X4 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W9 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 O 894 /-/-/556 /-/108 H 896 /-/-/453 /-/- Wind reactions based on MWFRS O Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1065 B - C 0 -876 Chords Tens.Comp. C - D 0 -530 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 760 -48 M - L 601 0 Chords Tens.Comp. L - K 601 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -857 A - N 720 0 K - I 555 0 Webs Tens.Comp. D - I 0 -427 I - F 759 0 F - H 0 -841 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 M 999 743 VERT(CL):0.057 M 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.359 Max Web CSI:0.434 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JE1 Ply: 1 Qty:1 SEQN:226178 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T32 DrwNo:034.21.1419.33213 DLD /NDW 02/03/2021 W1 W2 W3 W9 30'11"8 6'6"2 6'6"2 13'0"10 6'6"7 21'9" 8'8"6 26'3"8 4'6"8 29'0"9 2'9"1 30'11"8 1'10"15 6'6"2 6'6"2 13'0"10 6'6"7 21'9" 8'8"6 26'3"8 4'6"8 30'11"8 4'8" 1'2"15 1'4"9'2"512'1"7(a) (a) (a) (a) (a) (a) A B C D E F G H IJKLMNO 10 12 3X5 3X3 3X5 3X5 3X5 5X5 3X5 3X7 3X5 2X3 5X82X3 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W9 2x4 SP #3; 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 75 13.05 29.05Apply 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-15 section301.5. Drifting snow load has been considered for onlyin plane loading as follows: Location Lu1 Lu2 Height Pd WWhere: Lu1 = leeward distance, Lu2 = windward distancePd = max applied load, W = length of applied load. 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 O 894 /-/-/556 /-/108 H 896 /-/-/453 /-/- Wind reactions based on MWFRS O Brg Width = -Min Req =- H Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -1065 B - C 0 -876 Chords Tens.Comp. C - D 0 -530 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 760 -48 M - L 601 0 Chords Tens.Comp. L - K 601 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - O 0 -857 A - N 720 0 K - I 555 0 Webs Tens.Comp. D - I 0 -427 I - F 759 0 F - H 0 -841 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.78 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 M 999 743 VERT(CL):0.057 M 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.022 B - - Creep Factor: 2.0 Max TC CSI:0.728 Max BC CSI:0.359 Max Web CSI:0.434 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JE1 Ply: 1 Qty:1 SEQN:226178 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T32 DrwNo:034.21.1419.33213 DLD /NDW 02/03/2021 W1 W2 W3 W9 30'11"8 6'6"2 6'6"2 13'0"10 6'6"7 21'9" 8'8"6 26'3"8 4'6"8 29'0"9 2'9"1 30'11"8 1'10"15 6'6"2 6'6"2 13'0"10 6'6"7 21'9" 8'8"6 26'3"8 4'6"8 30'11"8 4'8" 1'2"15 1'4"9'2"512'1"7(a) (a) (a) (a) (a) (a) A B C D E F G H IJKLMNO 10 12 3X5 3X3 3X5 3X5 3X5 5X5 3X5 3X7 3X5 2X3 5X82X3 4X4 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3,W42x4 SP #3; Bracing (b) 2x4 #3 or better "T" reinforcement. 80% length of web 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. 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 75 11.62 31.13Apply 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-15 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 P 653 /-/-/402 /-/159 K 1033 /-/-/378 /-/- I 191 /-/-/58 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 I Brg Width = -Min Req =- Bearings P & 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 8 -678 Chords Tens.Comp. C - D 46 -475 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 451 -114 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 39 -612 Webs Tens.Comp. E - K 43 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.54 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.11 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 2015 TPI Std:2014 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 N 999 522 VERT(CL):0.028 N 999 522 HORZ(LL):0.006 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.249 Max BC CSI:0.205 Max Web CSI:0.344 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JF Ply: 1 Qty:1 SEQN:226185 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T43 DrwNo:034.21.1419.25913 DLD /NDW 02/03/2021 W1 W2 W3 W4 21'9"4 9'4"4 6'8"2 6'8"2 11'7"6 4'11"4 16'7"7 5'0"1 21'9"4 5'1"13 26'4"8 4'7"4 31'1"8 4'9" 6'8"2 6'8"2 11'7"6 4'11"4 16'7"7 5'0"1 21'9"4 5'1"13 26'4"8 4'7"4 31'1"8 4'9"1'2"8 1'1"4 10'7"510'9"711'0"13(a)(a)(b)(a)(b)(b) A B C D E F G H IJKLMNOP 10 12 3X7 2X3 3X5 3X5 3X5 4X5 3X53X5 3X5 2X3 3X7 3X5 3X5 3X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; W2,W3,W42x4 SP #3; Bracing (b) 2x4 #3 or better "T" reinforcement. 80% length of web 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. 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 75 11.62 31.13Apply 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-15 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 P 653 /-/-/402 /-/159 K 1033 /-/-/378 /-/- I 191 /-/-/58 /-/- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =1.5 K Brg Width = 3.5 Min Req =1.5 I Brg Width = -Min Req =- Bearings P & 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 8 -678 Chords Tens.Comp. C - D 46 -475 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 451 -114 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - P 39 -612 Webs Tens.Comp. E - K 43 -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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.54 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.11 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 2015 TPI Std:2014 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 N 999 522 VERT(CL):0.028 N 999 522 HORZ(LL):0.006 C - - HORZ(TL):0.013 C - - Creep Factor: 2.0 Max TC CSI:0.249 Max BC CSI:0.205 Max Web CSI:0.344 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JF Ply: 1 Qty:1 SEQN:226185 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T43 DrwNo:034.21.1419.25913 DLD /NDW 02/03/2021 W1 W2 W3 W4 21'9"4 9'4"4 6'8"2 6'8"2 11'7"6 4'11"4 16'7"7 5'0"1 21'9"4 5'1"13 26'4"8 4'7"4 31'1"8 4'9" 6'8"2 6'8"2 11'7"6 4'11"4 16'7"7 5'0"1 21'9"4 5'1"13 26'4"8 4'7"4 31'1"8 4'9"1'2"8 1'1"4 10'7"510'9"711'0"13(a)(a)(b)(a)(b)(b) A B C D E F G H IJKLMNOP 10 12 3X7 2X3 3X5 3X5 3X5 4X5 3X53X5 3X5 2X3 3X7 3X5 3X5 3X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W4,W9 2x4 SP #3; Bracing (d) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. (c) #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. 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 75 11.45 30.96Apply 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-15 section 301.5. 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 N 888 /-/-/467 /-/142 G 887 /-/-/320 /-/- Wind reactions based on MWFRS N Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -1054 B - C 50 -898 C - D 21 -663 Chords Tens.Comp. D - E 5 -424 E - F 5 -425 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 750 -118 L - K 632 -60 Chords Tens.Comp. K - J 632 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 9 -850 A - M 707 0J - H 663 -22 Webs Tens.Comp. D - H 26 -379 H - F 888 -10F - G 8 -855 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 D 999 743 VERT(CL):0.056 D 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.362 Max Web CSI:0.841 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JF1 Ply: 1 Qty:1 SEQN:226189 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T140 DrwNo:034.21.1419.23280 DLD /NDW 02/03/2021 W1 W2 W3 W4 W9 30'11"8 6'6"2 6'6"2 11'5"6 4'11"4 18'10"7 7'5"1 26'3"8 7'5"1 30'11"8 4'8" 6'6"2 6'6"2 11'5"6 4'11"4 18'10"7 7'5"1 26'3"8 7'5"1 30'11"8 4'8" 1'2"15 1'4"9'3"510'9"7(a) (b) (c) (d) A B C D E F G HIJKLMN 10 12 3X5 3X3 3X5 3X5 3X5 4X4 3X5 3X7 3X5 2X3 5X82X6 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #2; W1,W2,W3,W4,W9 2x4 SP #3; Bracing (d) 1x4 #3SRB SPF-S or better "T" reinforcement. 80%length of web member. Attach with 8d Box or Gun (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. (c) #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. 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 75 11.45 30.96Apply 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-15 section 301.5. 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 N 888 /-/-/467 /-/142 G 887 /-/-/320 /-/- Wind reactions based on MWFRS N Brg Width = -Min Req =- G Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 10 -1054 B - C 50 -898 C - D 21 -663 Chords Tens.Comp. D - E 5 -424 E - F 5 -425 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 750 -118 L - K 632 -60 Chords Tens.Comp. K - J 632 -60 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 9 -850 A - M 707 0J - H 663 -22 Webs Tens.Comp. D - H 26 -379 H - F 888 -10F - G 8 -855 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.11 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.026 D 999 743 VERT(CL):0.056 D 999 743 HORZ(LL):0.010 B - - HORZ(TL):0.021 B - - Creep Factor: 2.0 Max TC CSI:0.781 Max BC CSI:0.362 Max Web CSI:0.841 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JF1 Ply: 1 Qty:1 SEQN:226189 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T140 DrwNo:034.21.1419.23280 DLD /NDW 02/03/2021 W1 W2 W3 W4 W9 30'11"8 6'6"2 6'6"2 11'5"6 4'11"4 18'10"7 7'5"1 26'3"8 7'5"1 30'11"8 4'8" 6'6"2 6'6"2 11'5"6 4'11"4 18'10"7 7'5"1 26'3"8 7'5"1 30'11"8 4'8" 1'2"15 1'4"9'3"510'9"7(a) (b) (c) (d) A B C D E F G HIJKLMN 10 12 3X5 3X3 3X5 3X5 3X5 4X4 3X5 3X7 3X5 2X3 5X82X6 3X5 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 22.21TC: From 22 plf at 22.21 to 22 plf at 31.13BC: From 3 plf at -1.21 to 3 plf at 0.00 BC: From 13 plf at 0.00 to 13 plf at 22.21BC: From 7 plf at 22.21 to 7 plf at 31.13BC: 116 lb Conc. Load at 22.21BC: 235 lb Conc. Load at 23.62,24.96,26.29,27.6228.96,30.29 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 120 12.07 31.13Apply 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 622 /-/-/-/41 /- L 1729 /-/-/-/161 /- J 814 /-/-/-/127 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 J Brg Width = -Min Req =- Bearings Q & L 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.30 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.006 E 999 522 VERT(CL):0.013 E 999 522 HORZ(LL):0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.200 Max Web CSI:0.281 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JG Ply: 2 Qty:1 SEQN:224546 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T97 DrwNo:034.21.1418.44720 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 21'9"4 9'4"4 5'8"2 5'8"2 11'0"8 5'4"6 12'0"13 1'0"5 16'10"2 4'9"6 21'9"4 4'11"2 26'4"8 4'7"4 31'1"8 4'9" 5'8"2 5'8"2 11'0"8 5'4"6 16'10"2 5'9"10 21'9"4 4'11"2 26'4"8 4'7"4 31'1"8 4'9"1'2"8 1'1"4 9'4"610'3"1110'7"1A B C D E F G H I JKLMNOPQ 10 12 3X7 2X6 3X5 3X5 4X5 3X7 4X5 4X5 3X5 3X5 2X3 3X7 3X5 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 22.21TC: From 22 plf at 22.21 to 22 plf at 31.13BC: From 3 plf at -1.21 to 3 plf at 0.00 BC: From 13 plf at 0.00 to 13 plf at 22.21BC: From 7 plf at 22.21 to 7 plf at 31.13BC: 116 lb Conc. Load at 22.21BC: 235 lb Conc. Load at 23.62,24.96,26.29,27.6228.96,30.29 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 120 12.07 31.13Apply 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 622 /-/-/-/41 /- L 1729 /-/-/-/161 /- J 814 /-/-/-/127 /- Wind reactions based on MWFRS Q Brg Width = 5.5 Min Req =1.5 L Brg Width = 3.5 Min Req =1.5 J Brg Width = -Min Req =- Bearings Q & L 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.30 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.11 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 2015 TPI Std:2014 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):0.006 E 999 522 VERT(CL):0.013 E 999 522 HORZ(LL):0.003 C - - HORZ(TL):0.005 C - - Creep Factor: 2.0 Max TC CSI:0.131 Max BC CSI:0.200 Max Web CSI:0.281 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JG Ply: 2 Qty:1 SEQN:224546 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T97 DrwNo:034.21.1418.44720 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 21'9"4 9'4"4 5'8"2 5'8"2 11'0"8 5'4"6 12'0"13 1'0"5 16'10"2 4'9"6 21'9"4 4'11"2 26'4"8 4'7"4 31'1"8 4'9" 5'8"2 5'8"2 11'0"8 5'4"6 16'10"2 5'9"10 21'9"4 4'11"2 26'4"8 4'7"4 31'1"8 4'9"1'2"8 1'1"4 9'4"610'3"1110'7"1A B C D E F G H I JKLMNOPQ 10 12 3X7 2X6 3X5 3X5 4X5 3X7 4X5 4X5 3X5 3X5 2X3 3X7 3X5 3X5 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" 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 22 plf at 0.00 to 22 plf at 26.08TC: From 44 plf at 26.08 to 44 plf at 30.96BC: From 7 plf at 0.00 to 7 plf at 26.29 BC: From 13 plf at 26.29 to 13 plf at 30.96BC: 235 lb Conc. Load at 0.50, 1.83, 3.17, 4.505.83, 7.17, 8.50, 9.83,11.17,12.50,13.83,15.1716.50,17.83,19.17,20.50,21.05,22.08,23.42,24.7526.08,27.42,28.75,30.08 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 92 9.85 30.96Apply 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 3270 /-/-/-/519 /- I 3389 /-/-/-/642 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 293 -1840 B - C 265 -1650 C - D 234 -1452 D - E 216 -1317 Chords Tens.Comp. E - F 216 -1317 F - G 160 -924 G - H 161 -926 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 1392 -221 O - N 1238 -198 Chords Tens.Comp. N - M 1238 -198 M - L 1447 -234 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 229 -1431A - P 1392 -221 O - C 627 -93 C - M 420 -71 L - F 500 -66 Webs Tens.Comp. L - J 1349 -224F - J 96 -676 J - H 1715 -298 H - I 261 -1490 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.052 M 999 743 VERT(CL):0.106 M 999 743 HORZ(LL):0.018 B - - HORZ(TL):0.036 B - - Creep Factor: 2.0 Max TC CSI:0.988 Max BC CSI:0.440 Max Web CSI:0.697 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JG1 Ply: 2 Qty:1 SEQN:224654 HIPM FROM: GAH Cust: R7124 JRef:1X2M71240002 T30 DrwNo:034.21.1418.32207 DLD /NDW 02/03/2021 2 Complete Trusses Required 30'11"8 4'11"2 4'11"2 9'10"3 4'11"2 15'3"15 5'5"12 20'9"12 5'5"12 26'3"8 5'5"12 30'11"8 4'8" 4'11"2 4'11"2 9'10"3 4'11"2 15'3"15 5'5"12 20'9"12 5'5"12 26'3"8 5'5"12 30'11"8 4'8" 1'2"15 1'4"8'0"69'5"7A B C D E F G H I JKLMNOPQ 10 12 4X5 3X7 4X5 3X5 3X5 4X4 4X4 3X5 3X5 3X5 4X8 3X5 2X3 8X83X8 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 7.50" 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 22 plf at 0.00 to 22 plf at 26.08TC: From 44 plf at 26.08 to 44 plf at 30.96BC: From 7 plf at 0.00 to 7 plf at 26.29 BC: From 13 plf at 26.29 to 13 plf at 30.96BC: 235 lb Conc. Load at 0.50, 1.83, 3.17, 4.505.83, 7.17, 8.50, 9.83,11.17,12.50,13.83,15.1716.50,17.83,19.17,20.50,21.05,22.08,23.42,24.7526.08,27.42,28.75,30.08 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 92 9.85 30.96Apply 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 3270 /-/-/-/519 /- I 3389 /-/-/-/642 /- Wind reactions based on MWFRS Q Brg Width = -Min Req =- I Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 293 -1840 B - C 265 -1650 C - D 234 -1452 D - E 216 -1317 Chords Tens.Comp. E - F 216 -1317 F - G 160 -924 G - H 161 -926 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 1392 -221 O - N 1238 -198 Chords Tens.Comp. N - M 1238 -198 M - L 1447 -234 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - Q 229 -1431A - P 1392 -221 O - C 627 -93 C - M 420 -71 L - F 500 -66 Webs Tens.Comp. L - J 1349 -224F - J 96 -676 J - H 1715 -298 H - I 261 -1490 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.10 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 2015 TPI Std:2014 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):0.052 M 999 743 VERT(CL):0.106 M 999 743 HORZ(LL):0.018 B - - HORZ(TL):0.036 B - - Creep Factor: 2.0 Max TC CSI:0.988 Max BC CSI:0.440 Max Web CSI:0.697 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JG1 Ply: 2 Qty:1 SEQN:224654 HIPM FROM: GAH Cust: R7124 JRef:1X2M71240002 T30 DrwNo:034.21.1418.32207 DLD /NDW 02/03/2021 2 Complete Trusses Required 30'11"8 4'11"2 4'11"2 9'10"3 4'11"2 15'3"15 5'5"12 20'9"12 5'5"12 26'3"8 5'5"12 30'11"8 4'8" 4'11"2 4'11"2 9'10"3 4'11"2 15'3"15 5'5"12 20'9"12 5'5"12 26'3"8 5'5"12 30'11"8 4'8" 1'2"15 1'4"8'0"69'5"7A B C D E F G H I JKLMNOPQ 10 12 4X5 3X7 4X5 3X5 3X5 4X4 4X4 3X5 3X5 3X5 4X8 3X5 2X3 8X83X8 3X7 3X7 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 303 /-/-/187 /-/92 D 235 /-/-/204 /40 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.002 C 999 240 HORZ(LL):0.004 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.334 Max Web CSI:0.327 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J Jax Ply: 1 Qty:27 SEQN:224246 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T53 DrwNo:034.21.1505.21573 DLD /NDW 02/03/2021 W2 W3 8'1"8 8'1"8 8'1"81'2"8 1'3"15 9'5"79'8"15(a) A B C DE 12 12 3X10 3X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; W3 2x4 SP #2; Bracing (a) Continuous lateral restraint equally spaced onmember. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E 303 /-/-/187 /-/92 D 235 /-/-/204 /40 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.002 C 999 240 HORZ(LL):0.004 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.578 Max BC CSI:0.334 Max Web CSI:0.327 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J Jax Ply: 1 Qty:27 SEQN:224246 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T53 DrwNo:034.21.1505.21573 DLD /NDW 02/03/2021 W2 W3 8'1"8 8'1"8 8'1"81'2"8 1'3"15 9'5"79'8"15(a) A B C DE 12 12 3X10 3X3 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 303 /-/-/186 /-/138 E 235 /-/-/204 /85 /- 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# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 266 -586 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. F - E 462 -360 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 496 -208 Webs Tens.Comp. C - E 367 -469 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.019 F 999 240 HORZ(LL):0.012 C - - HORZ(TL):0.026 C - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.279 Max Web CSI:0.380 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Jax Ply: 1 Qty:3 SEQN:224249 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T39 DrwNo:034.21.1504.24380 DLD /NDW 02/03/2021 W1 8'1"8 1'9"8 1'9"8 8'1"8 6'4" 1'9"8 1'9"8 8'1"8 6'4"1'2"8 1'3"15 8'1"79'5"79'8"15A B C D E FGH 12 12 3X7 3X3 6X8 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 303 /-/-/186 /-/138 E 235 /-/-/204 /85 /- 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# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 266 -586 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. F - E 462 -360 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - F 496 -208 Webs Tens.Comp. C - E 367 -469 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.019 F 999 240 HORZ(LL):0.012 C - - HORZ(TL):0.026 C - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.279 Max Web CSI:0.380 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Jax Ply: 1 Qty:3 SEQN:224249 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T39 DrwNo:034.21.1504.24380 DLD /NDW 02/03/2021 W1 8'1"8 1'9"8 1'9"8 8'1"8 6'4" 1'9"8 1'9"8 8'1"8 6'4"1'2"8 1'3"15 8'1"79'5"79'8"15A B C D E FGH 12 12 3X7 3X3 6X8 2X3 3X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" 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 46 plf at 0.00 to 46 plf at 8.13BC: From 7 plf at 0.00 to 7 plf at 3.88BC: From 13 plf at 3.88 to 13 plf at 8.13 BC: 135 lb Conc. Load at 1.21BC: 1590 lb Conc. Load at 2.60BC: 632 lb Conc. Load at 3.88 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 726 /-/-/-/94 /- E 2102 /-/-/-/263 /- D 116 /-81 /-/11 /-/- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req =1.5 E Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearings F & 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.000 A - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.096 Max BC CSI:0.637 Max Web CSI:0.049 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Jack Ply: 2 Qty:1 SEQN:224540 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T112 DrwNo:034.21.1459.57463 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 4'4"3'9"8 4'4" 4'4" 8'1"8 3'9"8 4'4" 4'4" 8'1"8 3'9"8 1'3"15 9'5"7A B C DEF 12 12 3X5 3X3 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 4.75" 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 46 plf at 0.00 to 46 plf at 8.13BC: From 7 plf at 0.00 to 7 plf at 3.88BC: From 13 plf at 3.88 to 13 plf at 8.13 BC: 135 lb Conc. Load at 1.21BC: 1590 lb Conc. Load at 2.60BC: 632 lb Conc. Load at 3.88 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 726 /-/-/-/94 /- E 2102 /-/-/-/263 /- D 116 /-81 /-/11 /-/- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req =1.5 E Brg Width = 3.5 Min Req =1.5 D Brg Width = -Min Req =- Bearings F & 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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 C 999 360 VERT(CL):0.001 C 999 240 HORZ(LL):0.000 A - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.096 Max BC CSI:0.637 Max Web CSI:0.049 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Jack Ply: 2 Qty:1 SEQN:224540 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T112 DrwNo:034.21.1459.57463 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 4'4"3'9"8 4'4" 4'4" 8'1"8 3'9"8 4'4" 4'4" 8'1"8 3'9"8 1'3"15 9'5"7A B C DEF 12 12 3X5 3X3 3X5 3X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 H 999 240 HORZ(LL):0.000 - - - HORZ(TL):0.000 H - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J Q.F. Ply: 1 Qty:2 SEQN:224304 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T90 DrwNo:034.21.1505.18707 DLD /NDW 02/03/2021 9'2"6 1'11"6 1'4" (TYP) 4'7"3 4'7"3 9'2"6 4'7"3 9'2"6 9'2"6 0"45'5"5A D G 14.14 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 H 999 240 HORZ(LL):0.000 - - - HORZ(TL):0.000 H - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J Q.F. Ply: 1 Qty:2 SEQN:224304 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T90 DrwNo:034.21.1505.18707 DLD /NDW 02/03/2021 9'2"6 1'11"6 1'4" (TYP) 4'7"3 4'7"3 9'2"6 4'7"3 9'2"6 9'2"6 0"45'5"5A D G 14.14 12 3X5(D1) 4X4 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 - - 500 VERT(CL):0.000 N 999 500 HORZ(LL):0.000 - - - HORZ(TL):0.000 S - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.001 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Q.F. Ply: 1 Qty:1 SEQN:224317 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T151 DrwNo:034.21.1500.48770 DLD /NDW 02/03/2021 20'11"13 1'9"2 1'4"(TYP) 5"3 6'4"3 6'4"3 15'9"9 9'5"6 20'11"13 5'2"4 20'11"13 20'11"13 0"4 1'4"117'6"1A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 14.14 12 3X5(D1) 3X5 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. This "Hip Frame" may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 - - 500 VERT(CL):0.000 N 999 500 HORZ(LL):0.000 - - - HORZ(TL):0.000 S - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.001 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J1 Q.F. Ply: 1 Qty:1 SEQN:224317 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T151 DrwNo:034.21.1500.48770 DLD /NDW 02/03/2021 20'11"13 1'9"2 1'4"(TYP) 5"3 6'4"3 6'4"3 15'9"9 9'5"6 20'11"13 5'2"4 20'11"13 20'11"13 0"4 1'4"117'6"1A B C D E F G H I J K L M N O P Q R S TUVWXYZAAABACADAEAFAGAHAI 14.14 12 3X5(D1) 3X5 5X5 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. This "Hip Frame" may be used in place of purlins on thehip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 - - 450 VERT(CL):0.000 T 999 450 HORZ(LL):0.000 - - - HORZ(TL):0.000 P - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.001 Max Web CSI:0.001 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Q.F. Ply: 1 Qty:1 SEQN:224312 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T149 DrwNo:034.21.1459.46357 DLD /NDW 02/03/2021 19'10"9 6"15 1'4"(TYP) 5'2"4 5'2"4 14'7"10 9'5"6 19'10"9 5'2"15 18'9"2 18'9"2 19'10"9 1'1"7 1'4"11 2'7"121'3"147'6"1A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAIAJ 14.14 12 14.14 12 3X5 3X5 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Plating Notes All plates are 2X3 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. This "Hip Frame" may be used in place of purlins on thehip plane to brace the flat top chord of hip trusses. Seedetail drawing HIPFRAME1014 or HIPFR1801014 foradditional information. Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 - - 450 VERT(CL):0.000 T 999 450 HORZ(LL):0.000 - - - HORZ(TL):0.000 P - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.001 Max Web CSI:0.001 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:J2 Q.F. Ply: 1 Qty:1 SEQN:224312 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T149 DrwNo:034.21.1459.46357 DLD /NDW 02/03/2021 19'10"9 6"15 1'4"(TYP) 5'2"4 5'2"4 14'7"10 9'5"6 19'10"9 5'2"15 18'9"2 18'9"2 19'10"9 1'1"7 1'4"11 2'7"121'3"147'6"1A B C D E F G H I J K L M N O P Q R S T UVWXYZAAABACADAEAFAGAHAIAJ 14.14 12 14.14 12 3X5 3X5 3X5 3X5(**) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/10 Wind reactions based on MWFRS D Brg Width = 88.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.99 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 2015 TPI Std:2014 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(CL):0.002 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.079 Max Web CSI:0.072 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV1 Ply: 1 Qty:1 SEQN:224322 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T117 DrwNo:034.21.1418.16950 DLD /NDW 02/03/2021 7'4"10 3'4"10 3'4"10 7'4"10 4' 3'4"10 3'4"10 7'4"10 4' 0"4 7'4"14A B C DE 12 12 3X5(D1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/10 Wind reactions based on MWFRS D Brg Width = 88.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.99 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 2015 TPI Std:2014 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(CL):0.002 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.079 Max Web CSI:0.072 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV1 Ply: 1 Qty:1 SEQN:224322 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T117 DrwNo:034.21.1418.16950 DLD /NDW 02/03/2021 7'4"10 3'4"10 3'4"10 7'4"10 4' 3'4"10 3'4"10 7'4"10 4' 0"4 7'4"14A B C DE 12 12 3X5(D1) 2X3 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/10 Wind reactions based on MWFRS C Brg Width = 75.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.54 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.008 C - - HORZ(TL):0.017 C - - Creep Factor: 2.0 Max TC CSI:0.338 Max BC CSI:0.249 Max Web CSI:0.083 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV2 Ply: 1 Qty:1 SEQN:226192 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T118 DrwNo:034.21.1418.14073 DLD /NDW 02/03/2021 6'3"5 6'3"5 6'3"5 0"4 6'3"9A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/10 Wind reactions based on MWFRS C Brg Width = 75.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.54 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.008 C - - HORZ(TL):0.017 C - - Creep Factor: 2.0 Max TC CSI:0.338 Max BC CSI:0.249 Max Web CSI:0.083 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV2 Ply: 1 Qty:1 SEQN:226192 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T118 DrwNo:034.21.1418.14073 DLD /NDW 02/03/2021 6'3"5 6'3"5 6'3"5 0"4 6'3"9A B C 12 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/9 Wind reactions based on MWFRS C Brg Width = 62.0 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.10 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.217 Max BC CSI:0.168 Max Web CSI:0.046 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV3 Ply: 1 Qty:1 SEQN:226195 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T119 DrwNo:034.21.1418.07350 DLD /NDW 02/03/2021 5'2" 5'2" 5'2" 0"4 5'2"4A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /-/9 Wind reactions based on MWFRS C Brg Width = 62.0 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.10 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.217 Max BC CSI:0.168 Max Web CSI:0.046 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV3 Ply: 1 Qty:1 SEQN:226195 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T119 DrwNo:034.21.1418.07350 DLD /NDW 02/03/2021 5'2" 5'2" 5'2" 0"4 5'2"4A B C 12 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /-/9 Wind reactions based on MWFRS C Brg Width = 48.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.66 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.117 Max BC CSI:0.100 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV4 Ply: 1 Qty:1 SEQN:224325 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T120 DrwNo:034.21.1418.02227 DLD /NDW 02/03/2021 4'0"10 4'0"10 4'0"10 0"4 4'0"14A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /-/9 Wind reactions based on MWFRS C Brg Width = 48.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.66 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.004 C - - Creep Factor: 2.0 Max TC CSI:0.117 Max BC CSI:0.100 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV4 Ply: 1 Qty:1 SEQN:224325 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T120 DrwNo:034.21.1418.02227 DLD /NDW 02/03/2021 4'0"10 4'0"10 4'0"10 0"4 4'0"14A B C 12 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /1 /13 Wind reactions based on MWFRS C Brg Width = 35.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.21 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: 0.77 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.056 Max BC CSI:0.054 Max Web CSI:0.020 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV5 Ply: 1 Qty:1 SEQN:224326 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T121 DrwNo:034.21.1415.14827 DLD /NDW 02/03/2021 2'11"5 2'11"5 2'11"5 0"4 2'11"9A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /1 /13 Wind reactions based on MWFRS C Brg Width = 35.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.21 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: 0.77 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.056 Max BC CSI:0.054 Max Web CSI:0.020 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV5 Ply: 1 Qty:1 SEQN:224326 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T121 DrwNo:034.21.1415.14827 DLD /NDW 02/03/2021 2'11"5 2'11"5 2'11"5 0"4 2'11"9A B C 12 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/38 /0 /12 Wind reactions based on MWFRS C Brg Width = 22.0 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.77 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.017 Max Web CSI:0.009 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV6 Ply: 1 Qty:1 SEQN:224327 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T122 DrwNo:034.21.1415.09897 DLD /NDW 02/03/2021 1'10" 1'10" 1'10" 0"4 1'10"4A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/38 /0 /12 Wind reactions based on MWFRS C Brg Width = 22.0 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.77 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.017 Max Web CSI:0.009 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:JV6 Ply: 1 Qty:1 SEQN:224327 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T122 DrwNo:034.21.1415.09897 DLD /NDW 02/03/2021 1'10" 1'10" 1'10" 0"4 1'10"4A B C 12 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W8 2x6 SP #1; W4,W52x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 692 /-/-/407 /41 /163 G 632 /-/-/363 /33 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 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. C - D 149 -660 Chords Tens.Comp. D - E 154 -664 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 500 -35 Chords Tens.Comp. H - G 504 -18 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -526 Webs Tens.Comp. E - G 2 -505 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.30 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.014 H 999 530 VERT(CL):0.030 H 999 530 HORZ(LL):0.008 F - - HORZ(TL):0.018 F - - Creep Factor: 2.0 Max TC CSI:0.193 Max BC CSI:0.286 Max Web CSI:0.600 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K1 Ply: 1 Qty:2 SEQN:224537 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T79 DrwNo:034.21.1414.49987 DLD /NDW 02/03/2021 W1 W4 W5 W8 21'11"2" 5'9" 5'9" 11'0"8 5'3"8 16'4" 5'3"8 22'1" 5'9" 7'6"3 7'6"3 14'6"13 7'0"11 22'1" 7'6"31'2"8 1'1"410'3"1110'7"1A B C D E F GHIJK 10 12 3X3 3X5 3X5 3X5 3X5 4X4 3X5 3X5 3X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W8 2x6 SP #1; W4,W52x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 692 /-/-/407 /41 /163 G 632 /-/-/363 /33 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 G Brg Width = 3.5 Min Req =1.5 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. C - D 149 -660 Chords Tens.Comp. D - E 154 -664 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 500 -35 Chords Tens.Comp. H - G 504 -18 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 0 -526 Webs Tens.Comp. E - G 2 -505 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.30 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.014 H 999 530 VERT(CL):0.030 H 999 530 HORZ(LL):0.008 F - - HORZ(TL):0.018 F - - Creep Factor: 2.0 Max TC CSI:0.193 Max BC CSI:0.286 Max Web CSI:0.600 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K1 Ply: 1 Qty:2 SEQN:224537 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T79 DrwNo:034.21.1414.49987 DLD /NDW 02/03/2021 W1 W4 W5 W8 21'11"2" 5'9" 5'9" 11'0"8 5'3"8 16'4" 5'3"8 22'1" 5'9" 7'6"3 7'6"3 14'6"13 7'0"11 22'1" 7'6"31'2"8 1'1"410'3"1110'7"1A B C D E F GHIJK 10 12 3X3 3X5 3X5 3X5 3X5 4X4 3X5 3X5 3X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5,W62x4 SP #2; 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 38 9.44 12.64Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 692 /-/-/407 /43 /141 H 632 /-/-/364 /35 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K & 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 125 -608 D - E 120 -412 Chords Tens.Comp. E - F 129 -613 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 498 -40 J - I 411 0 Chords Tens.Comp. I - H 505 -39 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 48 -535 Webs Tens.Comp. F - H 58 -523 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 I 999 530 VERT(CL):0.027 I 999 530 HORZ(LL):0.008 G - - HORZ(TL):0.018 G - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.331 Max Web CSI:0.415 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KA Ply: 1 Qty:1 SEQN:226198 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T91 DrwNo:034.21.1414.35530 DLD /NDW 02/03/2021 W1 W4 W5 W6 W9 21'11"2" 4'7"11 4'7"11 9'5"5 4'9"10 12'7"11 3'2"6 17'5"5 4'9"10 22'1" 4'7"11 9'5"5 9'5"5 12'7"11 3'2"6 22'1" 9'5"51'2"8 1'1"48'11"119'3"1A B C D E F G HIJK 10 12 2X3 4X5 3X5 5X14 4X4 4X4 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W4,W5,W62x4 SP #2; 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 38 9.44 12.64Apply 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-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 692 /-/-/407 /43 /141 H 632 /-/-/364 /35 /- Wind reactions based on MWFRS K Brg Width = 5.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K & 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 125 -608 D - E 120 -412 Chords Tens.Comp. E - F 129 -613 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 498 -40 J - I 411 0 Chords Tens.Comp. I - H 505 -39 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. K - C 48 -535 Webs Tens.Comp. F - H 58 -523 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 I 999 530 VERT(CL):0.027 I 999 530 HORZ(LL):0.008 G - - HORZ(TL):0.018 G - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.331 Max Web CSI:0.415 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KA Ply: 1 Qty:1 SEQN:226198 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T91 DrwNo:034.21.1414.35530 DLD /NDW 02/03/2021 W1 W4 W5 W6 W9 21'11"2" 4'7"11 4'7"11 9'5"5 4'9"10 12'7"11 3'2"6 17'5"5 4'9"10 22'1" 4'7"11 9'5"5 9'5"5 12'7"11 3'2"6 22'1" 9'5"51'2"8 1'1"48'11"119'3"1A B C D E F G HIJK 10 12 2X3 4X5 3X5 5X14 4X4 4X4 3X5 3X5 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W5 2x4 SP #2; 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 7.84 14.24Apply 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-15 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 L 692 /-/-/404 /47 /120 H 632 /-/-/359 /39 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 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. C - D 127 -643 D - E 121 -461 Chords Tens.Comp. E - F 132 -648 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 496 -47 K - J 461 -10 Chords Tens.Comp. J - I 461 -10 I - H 504 -46 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 50 -589 Webs Tens.Comp. F - H 61 -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: 16.0 " 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 2015 TPI Std:2014 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):0.012 I 999 530 VERT(CL):0.026 I 999 530 HORZ(LL):0.009 G - - HORZ(TL):0.018 G - - Creep Factor: 2.0 Max TC CSI:0.456 Max BC CSI:0.285 Max Web CSI:0.349 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KB Ply: 1 Qty:1 SEQN:224531 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T74 DrwNo:034.21.1414.32360 DLD /NDW 02/03/2021 W1 W5 W9 22'1" 4'0"1 4'0"1 7'10"2 3'10"1 14'2"14 6'4"13 18'0"15 3'10"1 22'1" 4'0"1 7'10"2 7'10"2 14'2"14 6'4"13 22'1" 7'10"21'2"8 1'1"47'7"117'11"1A B C D E F G HIJKL 10 12 2X3 3X5 3X5 3X7 4X4 3X5 4X4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W9 2x6 SP #1; W5 2x4 SP #2; 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 7.84 14.24Apply 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-15 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 L 692 /-/-/404 /47 /120 H 632 /-/-/359 /39 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 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. C - D 127 -643 D - E 121 -461 Chords Tens.Comp. E - F 132 -648 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 496 -47 K - J 461 -10 Chords Tens.Comp. J - I 461 -10 I - H 504 -46 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 50 -589 Webs Tens.Comp. F - H 61 -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: 16.0 " 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 2015 TPI Std:2014 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):0.012 I 999 530 VERT(CL):0.026 I 999 530 HORZ(LL):0.009 G - - HORZ(TL):0.018 G - - Creep Factor: 2.0 Max TC CSI:0.456 Max BC CSI:0.285 Max Web CSI:0.349 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KB Ply: 1 Qty:1 SEQN:224531 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T74 DrwNo:034.21.1414.32360 DLD /NDW 02/03/2021 W1 W5 W9 22'1" 4'0"1 4'0"1 7'10"2 3'10"1 14'2"14 6'4"13 18'0"15 3'10"1 22'1" 4'0"1 7'10"2 7'10"2 14'2"14 6'4"13 22'1" 7'10"21'2"8 1'1"47'7"117'11"1A B C D E F G HIJKL 10 12 2X3 3X5 3X5 3X7 4X4 3X5 4X4 3X5 3X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W9 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 10.96TC: From 22 plf at 10.96 to 22 plf at 15.84TC: From 44 plf at 15.84 to 44 plf at 22.08 BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 10.96BC: From 7 plf at 10.96 to 7 plf at 15.81BC: From 13 plf at 15.81 to 13 plf at 22.08BC: 700 lb Conc. Load at 10.96BC: 139 lb Conc. Load at 11.78,13.11,14.45BC: 625 lb Conc. Load at 15.81 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 115 6.24 15.84 Apply 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 L 1337 /-/-/-/203 /- G 1590 /-/-/-/300 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 G 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 132 -811 C - D 169 -920 Chords Tens.Comp. D - E 169 -920 E - F 216 -1046 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 593 -96 J - I 593 -96 Chords Tens.Comp. I - H 754 -154 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 108 -646 B - K 517 -82C - I 516 -115 Webs Tens.Comp. H - F 683 -145 F - G 163 -787 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: 16.0 " 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.021 D 999 530 VERT(CL):0.043 D 999 530 HORZ(LL):0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.987 Max BC CSI:0.229 Max Web CSI:0.168 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KC Ply: 2 Qty:1 SEQN:224518 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T111 DrwNo:034.21.1414.29773 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W9 22'1" 6'2"14 6'2"14 11'0"8 4'9"10 15'10"2 4'9"10 22'1" 6'2"14 6'2"14 6'2"14 11'0"8 4'9"10 15'10"2 4'9"10 22'1" 6'2"141'2"8 1'1"46'3"116'7"1A B C D E F GHIJKL 10 12 3X7 2X6 3X5 4X4 4X4 2X3 3X7 4X4 3X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W9 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 10.96TC: From 22 plf at 10.96 to 22 plf at 15.84TC: From 44 plf at 15.84 to 44 plf at 22.08 BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 10.96BC: From 7 plf at 10.96 to 7 plf at 15.81BC: From 13 plf at 15.81 to 13 plf at 22.08BC: 700 lb Conc. Load at 10.96BC: 139 lb Conc. Load at 11.78,13.11,14.45BC: 625 lb Conc. Load at 15.81 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 115 6.24 15.84 Apply 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 L 1337 /-/-/-/203 /- G 1590 /-/-/-/300 /- Wind reactions based on MWFRS L Brg Width = 5.5 Min Req =1.5 G 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 132 -811 C - D 169 -920 Chords Tens.Comp. D - E 169 -920 E - F 216 -1046 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. K - J 593 -96 J - I 593 -96 Chords Tens.Comp. I - H 754 -154 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 108 -646 B - K 517 -82C - I 516 -115 Webs Tens.Comp. H - F 683 -145 F - G 163 -787 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: 16.0 " 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.021 D 999 530 VERT(CL):0.043 D 999 530 HORZ(LL):0.005 C - - HORZ(TL):0.010 C - - Creep Factor: 2.0 Max TC CSI:0.987 Max BC CSI:0.229 Max Web CSI:0.168 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KC Ply: 2 Qty:1 SEQN:224518 HIPS FROM: GAH Cust: R7124 JRef:1X2M71240002 T111 DrwNo:034.21.1414.29773 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W9 22'1" 6'2"14 6'2"14 11'0"8 4'9"10 15'10"2 4'9"10 22'1" 6'2"14 6'2"14 6'2"14 11'0"8 4'9"10 15'10"2 4'9"10 22'1" 6'2"141'2"8 1'1"46'3"116'7"1A B C D E F GHIJKL 10 12 3X7 2X6 3X5 4X4 4X4 2X3 3X7 4X4 3X5 4X5 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 213 /-/-/132 /-/91 D 139 /-/-/125 /59 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.203 Max BC CSI:0.130 Max Web CSI:0.066 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K Jax Ply: 1 Qty:4 SEQN:224298 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T33 DrwNo:034.21.1414.54953 DLD /NDW 02/03/2021 W1 4'11"12 4'11"12 4'11"121'2"8 1'3"15 6'3"116'7"3A B C DE 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 213 /-/-/132 /-/91 D 139 /-/-/125 /59 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.203 Max BC CSI:0.130 Max Web CSI:0.066 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K Jax Ply: 1 Qty:4 SEQN:224298 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T33 DrwNo:034.21.1414.54953 DLD /NDW 02/03/2021 W1 4'11"12 4'11"12 4'11"121'2"8 1'3"15 6'3"116'7"3A B C DE 12 12 3X7 2X3 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.75" 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 46 plf at 0.00 to 46 plf at 4.98BC: From 7 plf at 0.00 to 7 plf at 4.98BC: 592 lb Conc. Load at 1.36 BC: 307 lb Conc. Load at 2.64, 3.97 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 767 /-/-/-/124 /- D 700 /-/-/-/72 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req =1.5 D 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. A - B 54 -381 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 66 -465 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.055 Max BC CSI:0.186 Max Web CSI:0.085 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K1 Jack Ply: 2 Qty:1 SEQN:224295 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T14 DrwNo:034.21.1414.47347 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 4'11"12 1'4"6 1'4"6 4'11"12 3'7"6 1'4"6 1'4"6 4'11"12 3'7"6 1'3"15 6'3"11A B C DEF 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.75" 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 46 plf at 0.00 to 46 plf at 4.98BC: From 7 plf at 0.00 to 7 plf at 4.98BC: 592 lb Conc. Load at 1.36 BC: 307 lb Conc. Load at 2.64, 3.97 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 767 /-/-/-/124 /- D 700 /-/-/-/72 /- Wind reactions based on MWFRS F Brg Width = 5.5 Min Req =1.5 D 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. A - B 54 -381 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - F 66 -465 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 B - - HORZ(TL):0.002 B - - Creep Factor: 2.0 Max TC CSI:0.055 Max BC CSI:0.186 Max Web CSI:0.085 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K1 Jack Ply: 2 Qty:1 SEQN:224295 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T14 DrwNo:034.21.1414.47347 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 4'11"12 1'4"6 1'4"6 4'11"12 3'7"6 1'4"6 1'4"6 4'11"12 3'7"6 1'3"15 6'3"11A B C DEF 12 12 3X5 2X6 3X5 3X5 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 183 /-/-/113 /-/50 D 54 /-/-/47 /8 /- C 73 /-/-/51 /17 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.114 Max BC CSI:0.078 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF1 Ply: 1 Qty:1 SEQN:224491 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T100 DrwNo:034.21.1414.11420 DLD /NDW 02/03/2021 W2 3'7"3 3'7"3 3'10"11 3"81'2"81'3"155'2"105'6"2A B C DEF 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 183 /-/-/113 /-/50 D 54 /-/-/47 /8 /- C 73 /-/-/51 /17 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 C - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.114 Max BC CSI:0.078 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF1 Ply: 1 Qty:1 SEQN:224491 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T100 DrwNo:034.21.1414.11420 DLD /NDW 02/03/2021 W2 3'7"3 3'7"3 3'10"11 3"81'2"81'3"155'2"105'6"2A B C DEF 12 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 154 /-/-/95 /-/58 D 37 /-/-/37 /17 /- C 50 /-/-/33 /23 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.040 Max Web CSI:0.034 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF2 Ply: 1 Qty:1 SEQN:224494 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T101 DrwNo:034.21.1414.09480 DLD /NDW 02/03/2021 W2 2'5"14 2'5"14 2'9"6 3"81'2"81'3"154'1"54'4"13A B C DEF 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 154 /-/-/95 /-/58 D 37 /-/-/37 /17 /- C 50 /-/-/33 /23 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.040 Max Web CSI:0.034 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF2 Ply: 1 Qty:1 SEQN:224494 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T101 DrwNo:034.21.1414.09480 DLD /NDW 02/03/2021 W2 2'5"14 2'5"14 2'9"6 3"81'2"81'3"154'1"54'4"13A B C DEF 12 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 130 /-/-/79 /-/41 D 20 /-/-/29 /20 /- C 20 /-/-/16 /12 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF3 Ply: 1 Qty:1 SEQN:224497 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T102 DrwNo:034.21.1414.07500 DLD /NDW 02/03/2021 W2 1'4"8 1'4"8 1'8" 3"8 1'2"81'3"152'11"153'3"8A B C DEF 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 130 /-/-/79 /-/41 D 20 /-/-/29 /20 /- C 20 /-/-/16 /12 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.015 Max Web CSI:0.032 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF3 Ply: 1 Qty:1 SEQN:224497 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T102 DrwNo:034.21.1414.07500 DLD /NDW 02/03/2021 W2 1'4"8 1'4"8 1'8" 3"8 1'2"81'3"152'11"153'3"8A B C DEF 12 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 141 /-/-/151 /47 /- D 7 /-/-/5 /-/- C -/-52 /-/40 /86 /27 Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.001 Max Web CSI:0.014 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF4 Ply: 1 Qty:1 SEQN:224500 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T103 DrwNo:034.21.1414.05593 DLD /NDW 02/03/2021 6"11 6"111'2"81'3"151'10"102'2"2A B C DE 12 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 141 /-/-/151 /47 /- D 7 /-/-/5 /-/- C -/-52 /-/40 /86 /27 Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.001 Max Web CSI:0.014 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF4 Ply: 1 Qty:1 SEQN:224500 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T103 DrwNo:034.21.1414.05593 DLD /NDW 02/03/2021 6"11 6"111'2"81'3"151'10"102'2"2A B C DE 12 12 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 135 /-/-/80 /-/57 C 67 /-/-/50 /6 /- B 92 /-/-/57 /35 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.006 D 999 240 HORZ(LL):-0.001 B - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.122 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF5 Ply: 1 Qty:1 SEQN:224503 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T99 DrwNo:034.21.1414.03310 DLD /NDW 02/03/2021 W2 4'4"13 4'4"13 4'8"5 3"81'1"45'0"3A B CDE 10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 135 /-/-/80 /-/57 C 67 /-/-/50 /6 /- B 92 /-/-/57 /35 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.006 D 999 240 HORZ(LL):-0.001 B - - HORZ(TL):0.002 A - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.122 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF5 Ply: 1 Qty:1 SEQN:224503 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T99 DrwNo:034.21.1414.03310 DLD /NDW 02/03/2021 W2 4'4"13 4'4"13 4'8"5 3"81'1"45'0"3A B CDE 10 12 4X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 89 /-/-/57 /-/37 C 43 /-/-/33 /7 /- B 62 /-/-/38 /23 /- Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.051 Max Web CSI:0.030 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF6 Ply: 1 Qty:1 SEQN:224506 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T89 DrwNo:034.21.1414.00830 DLD /NDW 02/03/2021 W2 2'9"10 2'9"10 3'1"2 3"81'1"43'8"3A B CDE 10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 89 /-/-/57 /-/37 C 43 /-/-/33 /7 /- B 62 /-/-/38 /23 /- Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.002 D 999 240 HORZ(LL):-0.000 B - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.079 Max BC CSI:0.051 Max Web CSI:0.030 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF6 Ply: 1 Qty:1 SEQN:224506 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T89 DrwNo:034.21.1414.00830 DLD /NDW 02/03/2021 W2 2'9"10 2'9"10 3'1"2 3"81'1"43'8"3A B CDE 10 12 3X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 123 /-/-/79 /-/33 D 18 /-/-/21 /13 /- C 14 /-/-/12 /7 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.000 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.010 Max Web CSI:0.024 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF7 Ply: 1 Qty:1 SEQN:224509 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T93 DrwNo:034.21.1413.56457 DLD /NDW 02/03/2021 W2 1'2"7 1'2"7 1'5"15 3"8 1'2"81'1"42'4"32'7"9A B C DEF 10 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 123 /-/-/79 /-/33 D 18 /-/-/21 /13 /- C 14 /-/-/12 /7 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.000 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.010 Max Web CSI:0.024 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KF7 Ply: 1 Qty:1 SEQN:224509 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T93 DrwNo:034.21.1413.56457 DLD /NDW 02/03/2021 W2 1'2"7 1'2"7 1'5"15 3"8 1'2"81'1"42'4"32'7"9A B C DEF 10 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 42 plf at -1.96 to 42 plf at 0.90 TC: From 21 plf at 0.90 to 21 plf at 6.10TC: From 42 plf at 6.10 to 42 plf at 7.78BC: From 3 plf at -1.96 to 3 plf at 0.00BC: From 7 plf at 0.00 to 7 plf at 6.10BC: From 13 plf at 6.10 to 13 plf at 7.78 TC: -24 lb Conc. Load at 0.90TC: 14 lb Conc. Load at 1.61TC: 20 lb Conc. Load at 2.63TC: 62 lb Conc. Load at 3.69TC: 50 lb Conc. Load at 4.37 TC: 92 lb Conc. Load at 5.78TC: 73 lb Conc. Load at 6.10BC: 7 lb Conc. Load at 0.90BC: 18 lb Conc. Load at 1.61BC: 20 lb Conc. Load at 2.63BC: 43 lb Conc. Load at 3.69BC: 37 lb Conc. Load at 4.37BC: 67 lb Conc. Load at 5.78BC: 54 lb Conc. Load at 6.10 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 I 419 /-/-/-/195 /- F 485 /-/-/-/123 /- Wind reactions based on MWFRS I Brg Width = 8.6 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 188 -391 Webs Tens.Comp. C - G 132 -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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.006 H 999 240 HORZ(LL):-0.004 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.302 Max BC CSI:0.139 Max Web CSI:0.154 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K H.M. Ply: 1 Qty:1 SEQN:224512 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T92 DrwNo:034.21.1415.07407 DLD /NDW 02/03/2021 W1 7'9"5 3'11"8 3'11"8 7'7"3 3'7"12 7'9"5 2"2 3'11"8 3'11"8 7'7"3 3'7"12 7'9"5 2"2 1'11"81'3"66'3"26'6"15A B C D E FGHI 7.68 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 42 plf at -1.96 to 42 plf at 0.90 TC: From 21 plf at 0.90 to 21 plf at 6.10TC: From 42 plf at 6.10 to 42 plf at 7.78BC: From 3 plf at -1.96 to 3 plf at 0.00BC: From 7 plf at 0.00 to 7 plf at 6.10BC: From 13 plf at 6.10 to 13 plf at 7.78 TC: -24 lb Conc. Load at 0.90TC: 14 lb Conc. Load at 1.61TC: 20 lb Conc. Load at 2.63TC: 62 lb Conc. Load at 3.69TC: 50 lb Conc. Load at 4.37 TC: 92 lb Conc. Load at 5.78TC: 73 lb Conc. Load at 6.10BC: 7 lb Conc. Load at 0.90BC: 18 lb Conc. Load at 1.61BC: 20 lb Conc. Load at 2.63BC: 43 lb Conc. Load at 3.69BC: 37 lb Conc. Load at 4.37BC: 67 lb Conc. Load at 5.78BC: 54 lb Conc. Load at 6.10 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 I 419 /-/-/-/195 /- F 485 /-/-/-/123 /- Wind reactions based on MWFRS I Brg Width = 8.6 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 188 -391 Webs Tens.Comp. C - G 132 -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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.006 H 999 240 HORZ(LL):-0.004 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.302 Max BC CSI:0.139 Max Web CSI:0.154 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K H.M. Ply: 1 Qty:1 SEQN:224512 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T92 DrwNo:034.21.1415.07407 DLD /NDW 02/03/2021 W1 7'9"5 3'11"8 3'11"8 7'7"3 3'7"12 7'9"5 2"2 3'11"8 3'11"8 7'7"3 3'7"12 7'9"5 2"2 1'11"81'3"66'3"26'6"15A B C D E FGHI 7.68 12 3X7 2X6 3X5 3X5 2X3 4X7 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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-15 section301.5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*1 /-/-/-/-/- A Brg Width = 112 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 L 999 240 HORZ(LL):0.000 - - - HORZ(TL):0.000 H - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K Q.F. Ply: 1 Qty:1 SEQN:224301 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T69 DrwNo:034.21.1414.52593 DLD /NDW 02/03/2021 9'4"4 2'0"5 1'4" (TYP) 4'8"2 4'8"2 9'4"4 4'8"2 9'4"4 9'4"4 0"45'6"6A D G 14.14 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; 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-15 section301.5. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*1 /-/-/-/-/- A Brg Width = 112 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 L 999 240 HORZ(LL):0.000 - - - HORZ(TL):0.000 H - - Creep Factor: 2.0 Max TC CSI:0.000 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:K Q.F. Ply: 1 Qty:1 SEQN:224301 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T69 DrwNo:034.21.1414.52593 DLD /NDW 02/03/2021 9'4"4 2'0"5 1'4" (TYP) 4'8"2 4'8"2 9'4"4 4'8"2 9'4"4 9'4"4 0"45'6"6A D G 14.14 12 3X5(D1) 4X4 3X5(D1) 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /2 /14 Wind reactions based on MWFRS C Brg Width = 58.3 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.149 Max Web CSI:0.039 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV1 Ply: 1 Qty:1 SEQN:224318 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T95 DrwNo:034.21.1413.54037 DLD /NDW 02/03/2021 4'10"4 4'10"4 4'10"4 0"4 4'10"8A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*59 /-/-/41 /2 /14 Wind reactions based on MWFRS C Brg Width = 58.3 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.004 C - - HORZ(TL):0.008 C - - Creep Factor: 2.0 Max TC CSI:0.189 Max BC CSI:0.149 Max Web CSI:0.039 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV1 Ply: 1 Qty:1 SEQN:224318 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T95 DrwNo:034.21.1413.54037 DLD /NDW 02/03/2021 4'10"4 4'10"4 4'10"4 0"4 4'10"8A B C 12 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /1 /13 Wind reactions based on MWFRS C Brg Width = 44.9 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.098 Max BC CSI:0.085 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV2 Ply: 1 Qty:1 SEQN:224319 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T114 DrwNo:034.21.1413.51837 DLD /NDW 02/03/2021 3'8"15 3'8"15 3'8"15 0"4 3'9"3A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/40 /1 /13 Wind reactions based on MWFRS C Brg Width = 44.9 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: 16.0 " 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.098 Max BC CSI:0.085 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV2 Ply: 1 Qty:1 SEQN:224319 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T114 DrwNo:034.21.1413.51837 DLD /NDW 02/03/2021 3'8"15 3'8"15 3'8"15 0"4 3'9"3A B C 12 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/39 /1 /13 Wind reactions based on MWFRS C Brg Width = 31.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.22 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.043 Max BC CSI:0.036 Max Web CSI:0.015 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV3 Ply: 1 Qty:1 SEQN:224320 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T115 DrwNo:034.21.1413.47293 DLD /NDW 02/03/2021 2'7"10 2'7"10 2'7"10 0"4 2'7"14A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/39 /1 /13 Wind reactions based on MWFRS C Brg Width = 31.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.22 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.043 Max BC CSI:0.036 Max Web CSI:0.015 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV3 Ply: 1 Qty:1 SEQN:224320 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T115 DrwNo:034.21.1413.47293 DLD /NDW 02/03/2021 2'7"10 2'7"10 2'7"10 0"4 2'7"14A B C 12 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/37 /0 /11 Wind reactions based on MWFRS C Brg Width = 18.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.78 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.012 Max BC CSI:0.011 Max Web CSI:0.006 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV4 Ply: 1 Qty:1 SEQN:224321 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T116 DrwNo:034.21.1413.45070 DLD /NDW 02/03/2021 1'6"4 1'6"4 1'6"4 0"4 1'6"8A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*58 /-/-/37 /0 /11 Wind reactions based on MWFRS C Brg Width = 18.3 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.78 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.012 Max BC CSI:0.011 Max Web CSI:0.006 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:KV4 Ply: 1 Qty:1 SEQN:224321 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T116 DrwNo:034.21.1413.45070 DLD /NDW 02/03/2021 1'6"4 1'6"4 1'6"4 0"4 1'6"8A B C 12 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 371 /-/-/221 /23 /89 E 307 /-/-/174 /16 /- Wind reactions based on MWFRS G Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.005 F 999 260 HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.180 Max BC CSI:0.131 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L1 Ply: 1 Qty:2 SEQN:224287 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T96 DrwNo:034.21.1411.12903 DLD /NDW 02/03/2021 W1 W5 10'10" 5'5" 5'5" 10'10" 5'5" 5'5" 5'5" 10'10" 5'5"1'2"81'1"45'7"75'10"13A B C D EFG 10 12 3X7 2X6 4X4 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1,W5 2x6 SP #1; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 371 /-/-/221 /23 /89 E 307 /-/-/174 /16 /- Wind reactions based on MWFRS G Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.005 F 999 260 HORZ(LL):0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.180 Max BC CSI:0.131 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L1 Ply: 1 Qty:2 SEQN:224287 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T96 DrwNo:034.21.1411.12903 DLD /NDW 02/03/2021 W1 W5 10'10" 5'5" 5'5" 10'10" 5'5" 5'5" 5'5" 10'10" 5'5"1'2"81'1"45'7"75'10"13A B C D EFG 10 12 3X7 2X6 4X4 3X7 4X5 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W5 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 10.83BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 10.83 BC: 572 lb Conc. Load at 5.39 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 G 659 /-/-/-/151 /- E 592 /-/-/-/136 /- Wind reactions based on MWFRS G Brg Width = 5.5 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.004 F 999 360 VERT(CL):0.008 F 999 260 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.102 Max BC CSI:0.026 Max Web CSI:0.067 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L2 Ply: 2 Qty:1 SEQN:224284 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T110 DrwNo:034.21.1410.50080 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W5 10'10" 5'5" 5'5" 10'10" 5'5" 5'5" 5'5" 10'10" 5'5"1'2"81'1"45'7"75'10"13A B C D EFG 10 12 3X7 2X6 4X4 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W5 2x6 SP #1; 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 44 plf at -1.21 to 44 plf at 10.83BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 10.83 BC: 572 lb Conc. Load at 5.39 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 G 659 /-/-/-/151 /- E 592 /-/-/-/136 /- Wind reactions based on MWFRS G Brg Width = 5.5 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:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.004 F 999 360 VERT(CL):0.008 F 999 260 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.102 Max BC CSI:0.026 Max Web CSI:0.067 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L2 Ply: 2 Qty:1 SEQN:224284 COMN FROM: GAH Cust: R7124 JRef:1X2M71240002 T110 DrwNo:034.21.1410.50080 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W5 10'10" 5'5" 5'5" 10'10" 5'5" 5'5" 5'5" 10'10" 5'5"1'2"81'1"45'7"75'10"13A B C D EFG 10 12 3X7 2X6 4X4 3X7 3X5 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 193 /-/-/119 /-/80 D 116 /-/-/107 /52 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.095 Max Web CSI:0.044 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L Jack Ply: 1 Qty:1 SEQN:224252 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T73 DrwNo:034.21.1411.15297 DLD /NDW 02/03/2021 W1 4'2"14 4'2"14 4'2"141'2"81'3"155'6"135'10"5A B C DE 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W1 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 193 /-/-/119 /-/80 D 116 /-/-/107 /52 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.002 C - - Creep Factor: 2.0 Max TC CSI:0.141 Max BC CSI:0.095 Max Web CSI:0.044 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L Jack Ply: 1 Qty:1 SEQN:224252 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T73 DrwNo:034.21.1411.15297 DLD /NDW 02/03/2021 W1 4'2"14 4'2"14 4'2"141'2"81'3"155'6"135'10"5A B C DE 12 12 3X7 2X3 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 164 /-/-/101 /-/64 D 42 /-/-/40 /16 /- C 58 /-/-/39 /27 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.002 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.082 Max BC CSI:0.051 Max Web CSI:0.039 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF1 Ply: 1 Qty:2 SEQN:224255 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T107 DrwNo:034.21.1410.21203 DLD /NDW 02/03/2021 W2 2'10"5 2'10"5 3'1"13 3"81'2"81'3"154'5"124'9"4A B C DEF 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 164 /-/-/101 /-/64 D 42 /-/-/40 /16 /- C 58 /-/-/39 /27 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.002 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.082 Max BC CSI:0.051 Max Web CSI:0.039 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF1 Ply: 1 Qty:2 SEQN:224255 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T107 DrwNo:034.21.1410.21203 DLD /NDW 02/03/2021 W2 2'10"5 2'10"5 3'1"13 3"81'2"81'3"154'5"124'9"4A B C DEF 12 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 137 /-/-/84 /-/47 D 26 /-/-/31 /19 /- C 31 /-/-/19 /16 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.019 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF2 Ply: 1 Qty:2 SEQN:224258 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T108 DrwNo:034.21.1410.15060 DLD /NDW 02/03/2021 W2 1'9" 1'9" 2'0"8 3"81'2"81'3"153'4"73'7"15A B C DEF 12 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 137 /-/-/84 /-/47 D 26 /-/-/31 /19 /- C 31 /-/-/19 /16 /- 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.019 Max Web CSI:0.033 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF2 Ply: 1 Qty:2 SEQN:224258 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T108 DrwNo:034.21.1410.15060 DLD /NDW 02/03/2021 W2 1'9" 1'9" 2'0"8 3"81'2"81'3"153'4"73'7"15A B C DEF 12 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 126 /-/-/133 /42 /- D 12 /-/-/8 /-/- C -/-18 /-/33 /56 /30 Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.004 Max Web CSI:0.012 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF3 Ply: 1 Qty:2 SEQN:224261 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T109 DrwNo:034.21.1410.13207 DLD /NDW 02/03/2021 11"2 11"21'2"81'3"152'3"12'6"10A 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 126 /-/-/133 /42 /- D 12 /-/-/8 /-/- C -/-18 /-/33 /56 /30 Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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 2015 TPI Std:2014 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(CL):0.000 B 999 240 HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.070 Max BC CSI:0.004 Max Web CSI:0.012 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF3 Ply: 1 Qty:2 SEQN:224261 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T109 DrwNo:034.21.1410.13207 DLD /NDW 02/03/2021 11"2 11"21'2"81'3"152'3"12'6"10A B C DE 12 12 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 176 /-/-/113 /-/61 D 52 /-/-/41 /9 /- C 70 /-/-/42 /27 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.076 Max Web CSI:0.043 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF4 Ply: 1 Qty:1 SEQN:224264 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T98 DrwNo:034.21.1410.11227 DLD /NDW 02/03/2021 W2 3'6"3 3'6"3 3'9"11 3"81'2"81'1"44'3"54'6"11A B C DEF 10 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 176 /-/-/113 /-/61 D 52 /-/-/41 /9 /- C 70 /-/-/42 /27 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):-0.001 C - - HORZ(TL):0.001 B - - Creep Factor: 2.0 Max TC CSI:0.105 Max BC CSI:0.076 Max Web CSI:0.043 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF4 Ply: 1 Qty:1 SEQN:224264 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T98 DrwNo:034.21.1410.11227 DLD /NDW 02/03/2021 W2 3'6"3 3'6"3 3'9"11 3"81'2"81'1"44'3"54'6"11A B C DEF 10 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 109 /-/-/67 /-/46 C 54 /-/-/41 /7 /- B 75 /-/-/46 /28 /- Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.003 D 999 240 HORZ(LL):-0.001 B - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.120 Max BC CSI:0.077 Max Web CSI:0.043 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF4A Ply: 1 Qty:1 SEQN:224274 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T94 DrwNo:034.21.1410.09230 DLD /NDW 02/03/2021 W2 3'6"3 3'6"3 3'9"11 3"81'1"44'3"5A B CDE 10 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 109 /-/-/67 /-/46 C 54 /-/-/41 /7 /- B 75 /-/-/46 /28 /- Wind reactions based on MWFRS E Brg Width = 5.5 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 D 999 360 VERT(CL):0.003 D 999 240 HORZ(LL):-0.001 B - - HORZ(TL):0.001 A - - Creep Factor: 2.0 Max TC CSI:0.120 Max BC CSI:0.077 Max Web CSI:0.043 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF4A Ply: 1 Qty:1 SEQN:224274 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T94 DrwNo:034.21.1410.09230 DLD /NDW 02/03/2021 W2 3'6"3 3'6"3 3'9"11 3"81'1"44'3"5A B CDE 10 12 3X5 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 136 /-/-/88 /-/41 D 28 /-/-/26 /11 /- C 34 /-/-/18 /14 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.025 Max Web CSI:0.026 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF5 Ply: 1 Qty:2 SEQN:224267 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T104 DrwNo:034.21.1410.07083 DLD /NDW 02/03/2021 W2 1'11" 1'11" 2'2"8 3"81'2"81'1"42'11"53'2"11A B C DEF 10 12 3X7 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; W2 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 136 /-/-/88 /-/41 D 28 /-/-/26 /11 /- C 34 /-/-/18 /14 /- 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):-0.000 C - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.025 Max Web CSI:0.026 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF5 Ply: 1 Qty:2 SEQN:224267 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T104 DrwNo:034.21.1410.07083 DLD /NDW 02/03/2021 W2 1'11" 1'11" 2'2"8 3"81'2"81'1"42'11"53'2"11A B C DEF 10 12 3X7 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 D 132 /-/-/126 /37 /- D 8 /-/-/5 /-/- C -/-44 /-/30 /64 /22 Wind reactions based on MWFRS D Brg Width = 7.3 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.002 Max Web CSI:0.011 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF6 Ply: 1 Qty:2 SEQN:224270 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T105 DrwNo:034.21.1410.04747 DLD /NDW 02/03/2021 7"4 7"41'2"81'1"41'7"51'10"11A B C DE 10 12 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x6 SP #1; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 D 132 /-/-/126 /37 /- D 8 /-/-/5 /-/- C -/-44 /-/30 /64 /22 Wind reactions based on MWFRS D Brg Width = 7.3 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: 16.0 " 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: 0.93 Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 B - - HORZ(TL):0.000 B - - Creep Factor: 2.0 Max TC CSI:0.066 Max BC CSI:0.002 Max Web CSI:0.011 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:LF6 Ply: 1 Qty:2 SEQN:224270 JACK FROM: GAH Cust: R7124 JRef:1X2M71240002 T105 DrwNo:034.21.1410.04747 DLD /NDW 02/03/2021 7"4 7"41'2"81'1"41'7"51'10"11A B C DE 10 12 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 2 plf at -2.08 to 42 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.62BC: From 0 plf at -2.08 to 3 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 6.62TC: -20 lb Conc. Load at 0.45TC: -9 lb Conc. Load at 1.48 TC: 34 lb Conc. Load at 2.54TC: 31 lb Conc. Load at 3.21TC: 70 lb Conc. Load at 4.62TC: 58 lb Conc. Load at 4.95BC: 8 lb Conc. Load at 0.45 BC: 12 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 2.54BC: 26 lb Conc. Load at 3.21BC: 52 lb Conc. Load at 4.62BC: 42 lb Conc. Load at 4.95 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 249 /-/-/-/159 /- E 226 /-/-/-/95 /- Wind reactions based on MWFRS G Brg Width = 8.6 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: 16.0 " 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 2015 TPI Std:2014 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):0.007 D 305 360 VERT(CL):-0.012 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.182 Max Web CSI:0.103 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L H.M. Ply: 1 Qty:1 SEQN:224277 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T106 DrwNo:034.21.1449.01543 DLD /NDW 02/03/2021 W1 6'7"8 6'5"6 6'5"6 6'7"8 2"2 6'5"6 6'5"6 6'7"8 2"2 1'11"81'3"65'6"45'10"1A B CD EFG 7.68 12 3X8 2X6 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 2 plf at -2.08 to 42 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.62BC: From 0 plf at -2.08 to 3 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 6.62TC: -20 lb Conc. Load at 0.45TC: -9 lb Conc. Load at 1.48 TC: 34 lb Conc. Load at 2.54TC: 31 lb Conc. Load at 3.21TC: 70 lb Conc. Load at 4.62TC: 58 lb Conc. Load at 4.95BC: 8 lb Conc. Load at 0.45 BC: 12 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 2.54BC: 26 lb Conc. Load at 3.21BC: 52 lb Conc. Load at 4.62BC: 42 lb Conc. Load at 4.95 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 249 /-/-/-/159 /- E 226 /-/-/-/95 /- Wind reactions based on MWFRS G Brg Width = 8.6 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: 16.0 " 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 2015 TPI Std:2014 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):0.007 D 305 360 VERT(CL):-0.012 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.005 D - - Creep Factor: 2.0 Max TC CSI:0.403 Max BC CSI:0.182 Max Web CSI:0.103 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L H.M. Ply: 1 Qty:1 SEQN:224277 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T106 DrwNo:034.21.1449.01543 DLD /NDW 02/03/2021 W1 6'7"8 6'5"6 6'5"6 6'7"8 2"2 6'5"6 6'5"6 6'7"8 2"2 1'11"81'3"65'6"45'10"1A B CD EFG 7.68 12 3X8 2X6 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 2 plf at -2.08 to 42 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.62BC: From 0 plf at -2.08 to 3 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 6.62TC: -20 lb Conc. Load at 0.45TC: -9 lb Conc. Load at 1.48 TC: 34 lb Conc. Load at 2.54TC: 31 lb Conc. Load at 3.21TC: 75 lb Conc. Load at 4.62TC: 58 lb Conc. Load at 4.95BC: 8 lb Conc. Load at 0.45 BC: 12 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 2.54BC: 26 lb Conc. Load at 3.21BC: 54 lb Conc. Load at 4.62BC: 42 lb Conc. Load at 4.95 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 249 /-/-/-/159 /- E 230 /-/-/-/94 /- Wind reactions based on MWFRS G Brg Width = 8.6 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: 16.0 " 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 2015 TPI Std:2014 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):0.007 D 301 360 VERT(CL):-0.013 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.184 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L1 H.M. Ply: 1 Qty:1 SEQN:224281 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T113 DrwNo:034.21.1411.10477 DLD /NDW 02/03/2021 W1 6'7"8 6'5"6 6'5"6 6'7"8 2"2 6'5"6 6'5"6 6'7"8 2"2 1'11"81'3"65'6"45'10"1A B CD EFG 7.68 12 3X8 2X6 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1 2x8 SP SS Dense; Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 2 plf at -2.08 to 42 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 6.62BC: From 0 plf at -2.08 to 3 plf at 0.00BC: From 2 plf at 0.00 to 2 plf at 6.62TC: -20 lb Conc. Load at 0.45TC: -9 lb Conc. Load at 1.48 TC: 34 lb Conc. Load at 2.54TC: 31 lb Conc. Load at 3.21TC: 75 lb Conc. Load at 4.62TC: 58 lb Conc. Load at 4.95BC: 8 lb Conc. Load at 0.45 BC: 12 lb Conc. Load at 1.48BC: 28 lb Conc. Load at 2.54BC: 26 lb Conc. Load at 3.21BC: 54 lb Conc. Load at 4.62BC: 42 lb Conc. Load at 4.95 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 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 249 /-/-/-/159 /- E 230 /-/-/-/94 /- Wind reactions based on MWFRS G Brg Width = 8.6 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: 16.0 " 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 2015 TPI Std:2014 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):0.007 D 301 360 VERT(CL):-0.013 D 999 240 HORZ(LL):-0.003 D - - HORZ(TL):0.006 D - - Creep Factor: 2.0 Max TC CSI:0.416 Max BC CSI:0.184 Max Web CSI:0.105 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:L1 H.M. Ply: 1 Qty:1 SEQN:224281 HIP_ FROM: GAH Cust: R7124 JRef:1X2M71240002 T113 DrwNo:034.21.1411.10477 DLD /NDW 02/03/2021 W1 6'7"8 6'5"6 6'5"6 6'7"8 2"2 6'5"6 6'5"6 6'7"8 2"2 1'11"81'3"65'6"45'10"1A B CD EFG 7.68 12 3X8 2X6 2X3 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 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 B 592 /-/-/363 /-/122 H 538 /-/-/354 /22 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 H Brg Width = 2.1 Min Req =2.1 Bearings B & 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 118 -1330 C - D 72 -1065 Chords Tens.Comp. D - E 82 -1003 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1165 -270 Chords Tens.Comp. J - I 750 -166 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - E 413 -30 E - I 126 -585 Webs Tens.Comp. I - F 484 -46 F - H 129 -636 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.087 C 999 465 VERT(CL):0.179 C 999 465 HORZ(LL):-0.030 G - - HORZ(TL):0.061 G - - Creep Factor: 2.0 Max TC CSI:0.501 Max BC CSI:0.644 Max Web CSI:0.454 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M1 Ply: 1 Qty:4 SEQN:226201 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T35 DrwNo:034.21.1409.59230 DLD /NDW 02/03/2021 19'4"8 6'1"14 6'1"14 12'3"11 6'1"14 18'3"14 6'0"3 19'4"10 1'0"12 5"6 5"6 9'1"13 8'8"7 18'3"12 9'1"15 19'1" 9"4 19'4"8 3"8 1'2"8 7"15 4'8"26'0"69'9"144'7"1410'8"810'11"12A B C D E F G HI J 6 12 10 12 312 4X7(G1) 2X3 3X5 3X5 3X5 3X5 5X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 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 B 592 /-/-/363 /-/122 H 538 /-/-/354 /22 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 H Brg Width = 2.1 Min Req =2.1 Bearings B & 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 118 -1330 C - D 72 -1065 Chords Tens.Comp. D - E 82 -1003 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - J 1165 -270 Chords Tens.Comp. J - I 750 -166 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J - E 413 -30 E - I 126 -585 Webs Tens.Comp. I - F 484 -46 F - H 129 -636 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.087 C 999 465 VERT(CL):0.179 C 999 465 HORZ(LL):-0.030 G - - HORZ(TL):0.061 G - - Creep Factor: 2.0 Max TC CSI:0.501 Max BC CSI:0.644 Max Web CSI:0.454 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M1 Ply: 1 Qty:4 SEQN:226201 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T35 DrwNo:034.21.1409.59230 DLD /NDW 02/03/2021 19'4"8 6'1"14 6'1"14 12'3"11 6'1"14 18'3"14 6'0"3 19'4"10 1'0"12 5"6 5"6 9'1"13 8'8"7 18'3"12 9'1"15 19'1" 9"4 19'4"8 3"8 1'2"8 7"15 4'8"26'0"69'9"144'7"1410'8"810'11"12A B C D E F G HI J 6 12 10 12 312 4X7(G1) 2X3 3X5 3X5 3X5 3X5 5X5(SRS) 2X3 3X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W3 2x6 SP #1;Lt Wedge: 2x4 SP #3; Nailnote Nail Schedule:0.128"x3", min. nails Top 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 42 plf at -1.21 to 42 plf at 18.32TC: From 44 plf at 18.32 to 44 plf at 19.39 BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 14 plf at 0.00 to 14 plf at 19.09BC: 2995 lb Conc. Load at 11.04 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 N 1903 /-/-/-/244 /- I 2217 /-/-/-/284 /- Wind reactions based on MWFRS N Brg Width = 5.3 Min Req =1.5 I Brg Width = 2.1 Min Req =2.1 Bearings N & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 354 -2761 C - D 402 -3004 Chords Tens.Comp. D - E 392 -2967 E - F 189 -1431 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - M 2470 -315 M - L 2522 -323 Chords Tens.Comp. L - K 2609 -345 K - J 1240 -163 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - E 1475 -185 E - K 206 -1523K - F 1324 -165 Webs Tens.Comp. F - J 171 -1297 J - G 1062 -128G - I 129 -1005 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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):0.090 L 999 459 VERT(CL):0.180 L 999 459 HORZ(LL):-0.036 H - - HORZ(TL):0.073 H - - Creep Factor: 2.0 Max TC CSI:0.323 Max BC CSI:0.511 Max Web CSI:0.346 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M2 Ply: 2 Qty:2 SEQN:224234 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T55 DrwNo:034.21.1409.54337 DLD /NDW 02/03/2021 2 Complete Trusses Required W3 19'4"8 5'5"7 5'5"7 11'0"8 5'7"1 14'7"13 3'7"5 18'3"14 3'8"1 19'4"10 1'0"12 5"6 5"6 5'5"5 4'11"15 11'0"6 5'7"1 14'7"11 3'7"5 18'3"12 3'8"1 19'1" 9"4 19'4"8 3"8 1'2"8 7"15 4'8"26'0"69'9"144'7"1410'8"810'11"12A B C D E F G H IJ K L M N 6 12 10 12 312 4X5(F3)3X7 2X3 3X5 3X5 6X8 3X7 4X5 3X7 4X4 5X6(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W3 2x6 SP #1;Lt Wedge: 2x4 SP #3; Nailnote Nail Schedule:0.128"x3", min. nails Top 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 42 plf at -1.21 to 42 plf at 18.32TC: From 44 plf at 18.32 to 44 plf at 19.39 BC: From 3 plf at -1.21 to 3 plf at 0.00BC: From 14 plf at 0.00 to 14 plf at 19.09BC: 2995 lb Conc. Load at 11.04 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 N 1903 /-/-/-/244 /- I 2217 /-/-/-/284 /- Wind reactions based on MWFRS N Brg Width = 5.3 Min Req =1.5 I Brg Width = 2.1 Min Req =2.1 Bearings N & I are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 354 -2761 C - D 402 -3004 Chords Tens.Comp. D - E 392 -2967 E - F 189 -1431 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - M 2470 -315 M - L 2522 -323 Chords Tens.Comp. L - K 2609 -345 K - J 1240 -163 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - E 1475 -185 E - K 206 -1523K - F 1324 -165 Webs Tens.Comp. F - J 171 -1297 J - G 1062 -128G - I 129 -1005 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.48 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 2015 TPI Std:2014 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):0.090 L 999 459 VERT(CL):0.180 L 999 459 HORZ(LL):-0.036 H - - HORZ(TL):0.073 H - - Creep Factor: 2.0 Max TC CSI:0.323 Max BC CSI:0.511 Max Web CSI:0.346 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M2 Ply: 2 Qty:2 SEQN:224234 SPEC FROM: GAH Cust: R7124 JRef:1X2M71240002 T55 DrwNo:034.21.1409.54337 DLD /NDW 02/03/2021 2 Complete Trusses Required W3 19'4"8 5'5"7 5'5"7 11'0"8 5'7"1 14'7"13 3'7"5 18'3"14 3'8"1 19'4"10 1'0"12 5"6 5"6 5'5"5 4'11"15 11'0"6 5'7"1 14'7"11 3'7"5 18'3"12 3'8"1 19'1" 9"4 19'4"8 3"8 1'2"8 7"15 4'8"26'0"69'9"144'7"1410'8"810'11"12A B C D E F G H IJ K L M N 6 12 10 12 312 4X5(F3)3X7 2X3 3X5 3X5 6X8 3X7 4X5 3X7 4X4 5X6(SRS) 2X3 3X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 359 /-/-/219 /7 /99 E 295 /-/-/194 /49 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 58 -602 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 508 -144 Chords Tens.Comp. F - E 510 -141 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 128 -481 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.045 F 999 261 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.237 Max BC CSI:0.288 Max Web CSI:0.272 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M3 Ply: 1 Qty:11 SEQN:226064 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T46 DrwNo:034.21.1409.27787 DLD /NDW 02/03/2021 10'10"14 5'5"8 5'5"8 10'11" 5'5"8 5"6 5"6 5'5"6 5' 10'7"6 5'2" 10'10"14 3"8 1'2"8 7"15 2'8"23'5"52'6"86'1"76'4"11A B C D E F 6 12 3 12 3X7(G1) 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 359 /-/-/219 /7 /99 E 295 /-/-/194 /49 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 E Brg Width = -Min Req =- Bearing B is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 58 -602 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - F 508 -144 Chords Tens.Comp. F - E 510 -141 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - E 128 -481 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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 F 999 360 VERT(CL):0.045 F 999 261 HORZ(LL):0.008 F - - HORZ(TL):0.015 F - - Creep Factor: 2.0 Max TC CSI:0.237 Max BC CSI:0.288 Max Web CSI:0.272 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M3 Ply: 1 Qty:11 SEQN:226064 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T46 DrwNo:034.21.1409.27787 DLD /NDW 02/03/2021 10'10"14 5'5"8 5'5"8 10'11" 5'5"8 5"6 5"6 5'5"6 5' 10'7"6 5'2" 10'10"14 3"8 1'2"8 7"15 2'8"23'5"52'6"86'1"76'4"11A B C D E F 6 12 3 12 3X7(G1) 2X3 3X5 2X3 4X4 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; 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 16.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 292 /-/-/171 /240 /279 G 191 /-/-/107 /246 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 G Brg Width = -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: 16.0 " 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 2015 TPI Std:2014 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):-0.066 I 892 360 VERT(CL):0.053 I 999 240 HORZ(LL):-0.043 D - - HORZ(TL):0.046 D - - Creep Factor: 2.0 Max TC CSI:0.192 Max BC CSI:0.243 Max Web CSI:0.114 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M4 Ply: 1 Qty:1 SEQN:224240 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T75 DrwNo:034.21.1409.06933 DLD /NDW 02/03/2021 4'10"14 11" 1'4" (TYP) 1'2"4 4'11" 4'11"1'2"8 7"15 3'1"73'4"11A B F G 6 12 4X5(G1) 2X6 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3;Lt Stub Wedge: 2x4 SP #3; 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 16.0" span opposite face. Top chord must not be cut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Fasten rated sheathing to one face this truss. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 292 /-/-/171 /240 /279 G 191 /-/-/107 /246 /- Wind reactions based on MWFRS B Brg Width = 5.3 Min Req =1.5 G Brg Width = -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: 16.0 " 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 2015 TPI Std:2014 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):-0.066 I 892 360 VERT(CL):0.053 I 999 240 HORZ(LL):-0.043 D - - HORZ(TL):0.046 D - - Creep Factor: 2.0 Max TC CSI:0.192 Max BC CSI:0.243 Max Web CSI:0.114 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:M4 Ply: 1 Qty:1 SEQN:224240 GABL FROM: GAH Cust: R7124 JRef:1X2M71240002 T75 DrwNo:034.21.1409.06933 DLD /NDW 02/03/2021 4'10"14 11" 1'4" (TYP) 1'2"4 4'11" 4'11"1'2"8 7"15 3'1"73'4"11A B F G 6 12 4X5(G1) 2X6 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*55 /-/-/35 /-/5 Wind reactions based on MWFRS L Brg Width = 196 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.53 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 K 999 388 VERT(CL):0.005 K 999 388 HORZ(LL):-0.002 E - - HORZ(TL):0.003 E - - Creep Factor: 2.0 Max TC CSI:0.111 Max BC CSI:0.065 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV1 Ply: 1 Qty:1 SEQN:224757 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T133 DrwNo:034.21.1409.03630 DLD /NDW 02/03/2021 16'4"1 3'5"15 4'(TYP) 3'10"4 10"2 15'5"15 15'5"15 16'4"1 10"2 15'5"15 15'5"15 16'4"1 10"2 0"4 8'5"117'9"4A B C D E F GHIJKL 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*55 /-/-/35 /-/5 Wind reactions based on MWFRS L Brg Width = 196 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.53 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 K 999 388 VERT(CL):0.005 K 999 388 HORZ(LL):-0.002 E - - HORZ(TL):0.003 E - - Creep Factor: 2.0 Max TC CSI:0.111 Max BC CSI:0.065 Max Web CSI:0.147 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV1 Ply: 1 Qty:1 SEQN:224757 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T133 DrwNo:034.21.1409.03630 DLD /NDW 02/03/2021 16'4"1 3'5"15 4'(TYP) 3'10"4 10"2 15'5"15 15'5"15 16'4"1 10"2 15'5"15 15'5"15 16'4"1 10"2 0"4 8'5"117'9"4A B C D E F GHIJKL 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*55 /-/-/34 /-/5 Wind reactions based on MWFRS J Brg Width = 164 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.20 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 I 999 360 VERT(CL):0.015 I 999 324 HORZ(LL):0.002 I - - HORZ(TL):0.004 I - - Creep Factor: 2.0 Max TC CSI:0.140 Max BC CSI:0.103 Max Web CSI:0.103 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV2 Ply: 1 Qty:1 SEQN:224760 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T134 DrwNo:034.21.1408.34347 DLD /NDW 02/03/2021 13'8"1 4'9"15 4'9"15 8'9"15 4' 12'9"15 4' 13'8"1 10"2 4'9"15 4'9"15 8'9"15 4' 12'9"15 4' 13'8"1 10"2 0"4 7'1"116'5"4A B C D E F GHI J 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*55 /-/-/34 /-/5 Wind reactions based on MWFRS J Brg Width = 164 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.20 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 I 999 360 VERT(CL):0.015 I 999 324 HORZ(LL):0.002 I - - HORZ(TL):0.004 I - - Creep Factor: 2.0 Max TC CSI:0.140 Max BC CSI:0.103 Max Web CSI:0.103 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV2 Ply: 1 Qty:1 SEQN:224760 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T134 DrwNo:034.21.1408.34347 DLD /NDW 02/03/2021 13'8"1 4'9"15 4'9"15 8'9"15 4' 12'9"15 4' 13'8"1 10"2 4'9"15 4'9"15 8'9"15 4' 12'9"15 4' 13'8"1 10"2 0"4 7'1"116'5"4A B C D E F GHI J 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*57 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 132 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.86 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.034 G 999 260 HORZ(LL):0.004 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.250 Max BC CSI:0.163 Max Web CSI:0.064 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV3 Ply: 1 Qty:1 SEQN:226204 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T135 DrwNo:034.21.1406.53647 DLD /NDW 02/03/2021 11'0"1 6'1"15 6'1"15 10'1"15 4' 11'0"1 10"2 6'1"15 6'1"15 10'1"15 4' 11'0"1 10"2 0"4 5'9"115'1"4A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*57 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 132 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.86 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.034 G 999 260 HORZ(LL):0.004 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.250 Max BC CSI:0.163 Max Web CSI:0.064 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV3 Ply: 1 Qty:1 SEQN:226204 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T135 DrwNo:034.21.1406.53647 DLD /NDW 02/03/2021 11'0"1 6'1"15 6'1"15 10'1"15 4' 11'0"1 10"2 6'1"15 6'1"15 10'1"15 4' 11'0"1 10"2 0"4 5'9"115'1"4A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*59 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 100 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.004 G 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.063 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV4 Ply: 1 Qty:1 SEQN:224766 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T136 DrwNo:034.21.1406.50747 DLD /NDW 02/03/2021 8'4"1 3'5"15 3'5"15 7'5"15 4' 8'4"1 10"2 3'5"15 3'5"15 7'5"15 4' 8'4"1 10"2 0"4 4'5"113'9"4A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*59 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 100 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 G 999 360 VERT(CL):0.004 G 999 240 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.130 Max BC CSI:0.063 Max Web CSI:0.042 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV4 Ply: 1 Qty:1 SEQN:224766 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T136 DrwNo:034.21.1406.50747 DLD /NDW 02/03/2021 8'4"1 3'5"15 3'5"15 7'5"15 4' 8'4"1 10"2 3'5"15 3'5"15 7'5"15 4' 8'4"1 10"2 0"4 4'5"113'9"4A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*58 /-/-/34 /-/5 Wind reactions based on MWFRS F 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.20 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.018 E 999 240 HORZ(LL):0.002 E - - HORZ(TL):0.005 E - - Creep Factor: 2.0 Max TC CSI:0.119 Max BC CSI:0.100 Max Web CSI:0.041 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV5 Ply: 1 Qty:1 SEQN:224769 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T137 DrwNo:034.21.1406.46543 DLD /NDW 02/03/2021 5'8"1 4'9"15 4'9"15 5'8"1 10"2 4'9"15 4'9"15 5'8"1 10"2 0"4 3'1"112'5"4A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*58 /-/-/34 /-/5 Wind reactions based on MWFRS F 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.20 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.018 E 999 240 HORZ(LL):0.002 E - - HORZ(TL):0.005 E - - Creep Factor: 2.0 Max TC CSI:0.119 Max BC CSI:0.100 Max Web CSI:0.041 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV5 Ply: 1 Qty:1 SEQN:224769 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T137 DrwNo:034.21.1406.46543 DLD /NDW 02/03/2021 5'8"1 4'9"15 4'9"15 5'8"1 10"2 4'9"15 4'9"15 5'8"1 10"2 0"4 3'1"112'5"4A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*57 /-/-/33 /-/5 Wind reactions based on MWFRS F 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.86 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):0.000 E - - HORZ(TL):0.000 E - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.017 Max Web CSI:0.013 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV6 Ply: 1 Qty:1 SEQN:224772 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T138 DrwNo:034.21.1406.44647 DLD /NDW 02/03/2021 3'0"1 2'1"15 2'1"15 3'0"1 10"2 3'0"1 3'0"1 0"4 1'9"111'1"4A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*57 /-/-/33 /-/5 Wind reactions based on MWFRS F 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.86 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.001 E 999 240 HORZ(LL):0.000 E - - HORZ(TL):0.000 E - - Creep Factor: 2.0 Max TC CSI:0.019 Max BC CSI:0.017 Max Web CSI:0.013 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV6 Ply: 1 Qty:1 SEQN:224772 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T138 DrwNo:034.21.1406.44647 DLD /NDW 02/03/2021 3'0"1 2'1"15 2'1"15 3'0"1 10"2 3'0"1 3'0"1 0"4 1'9"111'1"4A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W7 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*55 /-/-/35 /-/5 Wind reactions based on MWFRS G Brg Width = 171 Min Req =- Bearing L 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.92 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.002 D 999 342 HORZ(LL):-0.002 E - - HORZ(TL):0.003 E - - Creep Factor: 2.0 Max TC CSI:0.110 Max BC CSI:0.071 Max Web CSI:0.163 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV7 Ply: 1 Qty:1 SEQN:224775 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T146 DrwNo:034.21.1406.42553 DLD /NDW 02/03/2021 W7 14'3" 1'4"14 1'4"14 5'4"14 4' 9'4"14 4' 13'4"14 4' 14'3" 10"2 1'4"14 1'4"14 5'4"14 4' 9'4"14 4' 13'4"14 4' 14'3" 10"21'5"88'10"68'1"15A B C D E F G HIJK L 6 12 10 12 3X3 2X3 3X5 2X3 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W7 2x4 SP #2; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*55 /-/-/35 /-/5 Wind reactions based on MWFRS G Brg Width = 171 Min Req =- Bearing L 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.92 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.002 D 999 342 HORZ(LL):-0.002 E - - HORZ(TL):0.003 E - - Creep Factor: 2.0 Max TC CSI:0.110 Max BC CSI:0.071 Max Web CSI:0.163 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV7 Ply: 1 Qty:1 SEQN:224775 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T146 DrwNo:034.21.1406.42553 DLD /NDW 02/03/2021 W7 14'3" 1'4"14 1'4"14 5'4"14 4' 9'4"14 4' 13'4"14 4' 14'3" 10"2 1'4"14 1'4"14 5'4"14 4' 9'4"14 4' 13'4"14 4' 14'3" 10"21'5"88'10"68'1"15A B C D E F G HIJK L 6 12 10 12 3X3 2X3 3X5 2X3 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*55 /-/-/35 /-/5 Wind reactions based on MWFRS F Brg Width = 171 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.01 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.019 I 999 338 HORZ(LL):0.003 I - - HORZ(TL):0.006 I - - Creep Factor: 2.0 Max TC CSI:0.167 Max BC CSI:0.121 Max Web CSI:0.116 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV8 Ply: 1 Qty:1 SEQN:224778 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T147 DrwNo:034.21.1406.40640 DLD /NDW 02/03/2021 14'3" 5'4"14 5'4"14 9'4"14 4' 13'4"14 4' 14'3" 10"2 5'4"14 5'4"14 9'4"14 4' 13'4"14 4' 14'3" 10"2 1"5 7'6"36'9"12A B C D E F GHI 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*55 /-/-/35 /-/5 Wind reactions based on MWFRS F Brg Width = 171 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.01 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.019 I 999 338 HORZ(LL):0.003 I - - HORZ(TL):0.006 I - - Creep Factor: 2.0 Max TC CSI:0.167 Max BC CSI:0.121 Max Web CSI:0.116 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV8 Ply: 1 Qty:1 SEQN:224778 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T147 DrwNo:034.21.1406.40640 DLD /NDW 02/03/2021 14'3" 5'4"14 5'4"14 9'4"14 4' 13'4"14 4' 14'3" 10"2 5'4"14 5'4"14 9'4"14 4' 13'4"14 4' 14'3" 10"2 1"5 7'6"36'9"12A B C D E F GHI 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*56 /-/-/34 /-/5 Wind reactions based on MWFRS J Brg Width = 141 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.68 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 I 999 360 VERT(CL):0.002 I 999 278 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.114 Max BC CSI:0.053 Max Web CSI:0.073 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV9 Ply: 1 Qty:1 SEQN:224781 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T141 DrwNo:034.21.1406.38377 DLD /NDW 02/03/2021 11'9"1 2'10"15 2'10"15 6'10"15 4' 10'10"15 4' 11'9"1 10"2 2'10"15 2'10"15 6'10"15 4' 10'10"15 4' 11'9"1 10"2 0"4 6'2"35'5"12A B C D E F GHI J 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J*56 /-/-/34 /-/5 Wind reactions based on MWFRS J Brg Width = 141 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.68 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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 I 999 360 VERT(CL):0.002 I 999 278 HORZ(LL):-0.001 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.114 Max BC CSI:0.053 Max Web CSI:0.073 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV9 Ply: 1 Qty:1 SEQN:224781 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T141 DrwNo:034.21.1406.38377 DLD /NDW 02/03/2021 11'9"1 2'10"15 2'10"15 6'10"15 4' 10'10"15 4' 11'9"1 10"2 2'10"15 2'10"15 6'10"15 4' 10'10"15 4' 11'9"1 10"2 0"4 6'2"35'5"12A B C D E F GHI J 6 12 10 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*59 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 109 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.34 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.010 G 999 240 HORZ(LL):0.001 G - - HORZ(TL):0.003 G - - Creep Factor: 2.0 Max TC CSI:0.154 Max BC CSI:0.080 Max Web CSI:0.045 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV10 Ply: 1 Qty:1 SEQN:224784 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T142 DrwNo:034.21.1409.01660 DLD /NDW 02/03/2021 9'1"1 4'2"15 4'2"15 8'2"15 4' 9'1"1 10"2 4'2"15 4'2"15 8'2"15 4' 9'1"1 10"2 0"4 4'10"34'1"12A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*59 /-/-/34 /-/5 Wind reactions based on MWFRS H Brg Width = 109 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.34 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.010 G 999 240 HORZ(LL):0.001 G - - HORZ(TL):0.003 G - - Creep Factor: 2.0 Max TC CSI:0.154 Max BC CSI:0.080 Max Web CSI:0.045 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV10 Ply: 1 Qty:1 SEQN:224784 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T142 DrwNo:034.21.1409.01660 DLD /NDW 02/03/2021 9'1"1 4'2"15 4'2"15 8'2"15 4' 9'1"1 10"2 4'2"15 4'2"15 8'2"15 4' 9'1"1 10"2 0"4 4'10"34'1"12A B C D E FG H 6 12 10 12 3X5(D1) 2X3 2X3 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*58 /-/-/34 /-/5 D /-141 Wind reactions based on MWFRS F Brg Width = 77.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.01 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.014 E 999 360 VERT(CL):0.027 E 999 240 HORZ(LL):0.004 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.133 Max Web CSI:0.054 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV11 Ply: 1 Qty:1 SEQN:224787 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T143 DrwNo:034.21.1408.59827 DLD /NDW 02/03/2021 6'5"1 5'6"15 5'6"15 6'5"1 10"2 5'6"15 5'6"15 6'5"1 10"2 0"4 3'6"32'9"12A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*58 /-/-/34 /-/5 D /-141 Wind reactions based on MWFRS F Brg Width = 77.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.01 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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):0.014 E 999 360 VERT(CL):0.027 E 999 240 HORZ(LL):0.004 E - - HORZ(TL):0.007 E - - Creep Factor: 2.0 Max TC CSI:0.166 Max BC CSI:0.133 Max Web CSI:0.054 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV11 Ply: 1 Qty:1 SEQN:224787 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T143 DrwNo:034.21.1408.59827 DLD /NDW 02/03/2021 6'5"1 5'6"15 5'6"15 6'5"1 10"2 5'6"15 5'6"15 6'5"1 10"2 0"4 3'6"32'9"12A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 3X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*57 /-/-/33 /-/5 Wind reactions based on MWFRS F Brg Width = 45.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.68 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.043 Max BC CSI:0.037 Max Web CSI:0.018 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV12 Ply: 1 Qty:1 SEQN:224790 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T144 DrwNo:034.21.1408.57850 DLD /NDW 02/03/2021 3'9"1 2'10"15 2'10"15 3'9"1 10"2 2'10"15 2'10"15 3'9"1 10"2 0"4 2'2"31'5"12A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL F*57 /-/-/33 /-/5 Wind reactions based on MWFRS F Brg Width = 45.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.68 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: varies Snow Duration: 1.15 Building Code: IRC 2015 TPI Std:2014 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(CL):0.003 E 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.001 E - - Creep Factor: 2.0 Max TC CSI:0.043 Max BC CSI:0.037 Max Web CSI:0.018 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:MV12 Ply: 1 Qty:1 SEQN:224790 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T144 DrwNo:034.21.1408.57850 DLD /NDW 02/03/2021 3'9"1 2'10"15 2'10"15 3'9"1 10"2 2'10"15 2'10"15 3'9"1 10"2 0"4 2'2"31'5"12A B C D E F 6 12 10 12 3X5(D1) 2X3 4X5(SRS) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W4 2x4 SP #2;Rt Bearing Leg: 2x10 SP SS Dense; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 207 /-/-/101 /-/74 L 593 /-/-/372 /-/- G 488 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 5.5 Min Req =1.5 G Brg Width = 7.4 Min Req =7.4 Bearings B, L, & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 14 -581 Chords Tens.Comp. D - E 18 -507 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 492 -114 K - J 492 -114 Chords Tens.Comp. J - I 423 -80 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 81 -726E - I 89 -471 Webs Tens.Comp. F - G 469 -644 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.014 E 999 417 VERT(CL):0.028 E 999 417 HORZ(LL):0.005 I - - HORZ(TL):0.010 I - - Creep Factor: 2.0 Max TC CSI:0.329 Max BC CSI:0.513 Max Web CSI:0.638 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N1 Ply: 1 Qty:6 SEQN:224719 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T150 DrwNo:034.21.1406.34503 DLD /NDW 02/03/2021 W4 3"4 4'7"8 17'11"2 7'8"2 7'8"2 14'10"11 7'2"9 22'2"8 7'3"13 22'9"14 7"6 4'10"12 4'10"12 11'4"7 6'5"11 22'2"8 10'10"1 22'9"14 7"610"8 4'3"15 3'11"47'11"48'2"8(a) A B C D E F G HIJKL 4 12 2X6(A1)2X3 3X5 3X5 3X5 3X5 3X5 3X53X8 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; W4 2x4 SP #2;Rt Bearing Leg: 2x10 SP SS Dense; Bracing (a) Continuous lateral restraint equally spaced on member. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 207 /-/-/101 /-/74 L 593 /-/-/372 /-/- G 488 /-/-/293 /9 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 L Brg Width = 5.5 Min Req =1.5 G Brg Width = 7.4 Min Req =7.4 Bearings B, L, & G are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 14 -581 Chords Tens.Comp. D - E 18 -507 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 492 -114 K - J 492 -114 Chords Tens.Comp. J - I 423 -80 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. L - C 81 -726E - I 89 -471 Webs Tens.Comp. F - G 469 -644 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 16.0 " 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 2015 TPI Std:2014 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):0.014 E 999 417 VERT(CL):0.028 E 999 417 HORZ(LL):0.005 I - - HORZ(TL):0.010 I - - Creep Factor: 2.0 Max TC CSI:0.329 Max BC CSI:0.513 Max Web CSI:0.638 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N1 Ply: 1 Qty:6 SEQN:224719 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T150 DrwNo:034.21.1406.34503 DLD /NDW 02/03/2021 W4 3"4 4'7"8 17'11"2 7'8"2 7'8"2 14'10"11 7'2"9 22'2"8 7'3"13 22'9"14 7"6 4'10"12 4'10"12 11'4"7 6'5"11 22'2"8 10'10"1 22'9"14 7"610"8 4'3"15 3'11"47'11"48'2"8(a) A B C D E F G HIJKL 4 12 2X6(A1)2X3 3X5 3X5 3X5 3X5 3X5 3X53X8 4X5 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x8 SP SS Dense; Webs: 2x4 SP #2; W1 2x6 SP #1; W7 2x4 SP #1;Rt Bearing Leg: 2x10 SP SS Dense; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" 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 row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 41 plf at -0.88 to 41 plf at 22.82 BC: From 3 plf at -0.88 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 6.00BC: From 7 plf at 6.00 to 7 plf at 22.21BC: 1348 lb Conc. Load at 6.00BC: 899 lb Conc. Load at 7.33, 8.67,10.00,11.3312.67,14.00,15.33,16.67,18.00,19.33,20.67,22.00 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of -759# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 121 /-759 /-/-/7 /- N 7617 /-/-/-/237 /- H 6345 /-/-/18 /-/- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =1.5 N Brg Width = 5.5 Min Req =2.2 H Brg Width = 7.4 Min Req =7.4 Bearings O, N, & 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 396 0 C - D 7 -2370 Chords Tens.Comp. D - E 0 -1750 E - F 0 -1738 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 2200 -5L - K 2200 -5 Chords Tens.Comp. K - J 1568 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 19 -1653 C - M 2509 0 M - D 515 -28 D - K 12 -651 Webs Tens.Comp. K - F 1817 0 F - J 0 -2050 H - J 2115 0 G - H 2117 -2003 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: 16.0 " 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 2015 TPI Std:2014 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):0.055 K 999 417 VERT(CL):0.110 K 999 417 HORZ(LL):-0.023 G - - HORZ(TL):0.045 G - - Creep Factor: 2.0 Max TC CSI:0.204 Max BC CSI:0.325 Max Web CSI:0.850 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N2 Ply: 3 Qty:1 SEQN:224723 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T1 DrwNo:034.21.1406.31707 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W7 3"4 4'7"8 17'11"2 4'10"12 4'10"12 10'7"7 5'8"11 16'3"3 5'7"11 22'2"8 5'11"5 22'9"14 7"6 4'10"12 4'10"12 10'7"7 5'8"11 16'3"3 5'7"11 22'2"8 5'11"5 22'9"14 7"610"8 4'3"15 3'11"47'11"48'2"8A B C D E F G H IJKLMNO 4 12 3X5(A1) 2X3 4X7 6X8 3X5 6X8 3X5 4X10 5X5 5X53X8 4X12 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x8 SP SS Dense; Webs: 2x4 SP #2; W1 2x6 SP #1; W7 2x4 SP #1;Rt Bearing Leg: 2x10 SP SS Dense; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" 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 row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 41 plf at -0.88 to 41 plf at 22.82 BC: From 3 plf at -0.88 to 3 plf at 0.00BC: From 13 plf at 0.00 to 13 plf at 6.00BC: From 7 plf at 6.00 to 7 plf at 22.21BC: 1348 lb Conc. Load at 6.00BC: 899 lb Conc. Load at 7.33, 8.67,10.00,11.3312.67,14.00,15.33,16.67,18.00,19.33,20.67,22.00 Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes Negative reaction(s) of -759# MAX. from a non-windload case requires uplift connection. See Maximum Reactions. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 121 /-759 /-/-/7 /- N 7617 /-/-/-/237 /- H 6345 /-/-/18 /-/- Wind reactions based on MWFRS O Brg Width = 3.5 Min Req =1.5 N Brg Width = 5.5 Min Req =2.2 H Brg Width = 7.4 Min Req =7.4 Bearings O, N, & 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 396 0 C - D 7 -2370 Chords Tens.Comp. D - E 0 -1750 E - F 0 -1738 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 2200 -5L - K 2200 -5 Chords Tens.Comp. K - J 1568 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 19 -1653 C - M 2509 0 M - D 515 -28 D - K 12 -651 Webs Tens.Comp. K - F 1817 0 F - J 0 -2050 H - J 2115 0 G - H 2117 -2003 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: 16.0 " 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 2015 TPI Std:2014 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):0.055 K 999 417 VERT(CL):0.110 K 999 417 HORZ(LL):-0.023 G - - HORZ(TL):0.045 G - - Creep Factor: 2.0 Max TC CSI:0.204 Max BC CSI:0.325 Max Web CSI:0.850 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N2 Ply: 3 Qty:1 SEQN:224723 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T1 DrwNo:034.21.1406.31707 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W7 3"4 4'7"8 17'11"2 4'10"12 4'10"12 10'7"7 5'8"11 16'3"3 5'7"11 22'2"8 5'11"5 22'9"14 7"6 4'10"12 4'10"12 10'7"7 5'8"11 16'3"3 5'7"11 22'2"8 5'11"5 22'9"14 7"610"8 4'3"15 3'11"47'11"48'2"8A B C D E F G H IJKLMNO 4 12 3X5(A1) 2X3 4X7 6X8 3X5 6X8 3X5 4X10 5X5 5X53X8 4X12 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/105 /22 /16 D 30 /-/-/27 /2 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 D Brg Width = -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: 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.059 Max BC CSI:0.009 Max Web CSI:0.004 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N3 Ply: 1 Qty:1 SEQN:224243 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T72 DrwNo:034.21.1406.13733 DLD /NDW 02/03/2021 3"4 1'4"12 1'8" 1'8"10"8 3"15 10"101'1"14A B C D 4 12 2X6(A1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 167 /-/-/105 /22 /16 D 30 /-/-/27 /2 /- Wind reactions based on MWFRS B Brg Width = 3.5 Min Req =1.5 D Brg Width = -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: 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 D - - HORZ(TL):0.000 C - - Creep Factor: 2.0 Max TC CSI:0.059 Max BC CSI:0.009 Max Web CSI:0.004 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:N3 Ply: 1 Qty:1 SEQN:224243 MONO FROM: GAH Cust: R7124 JRef:1X2M71240002 T72 DrwNo:034.21.1406.13733 DLD /NDW 02/03/2021 3"4 1'4"12 1'8" 1'8"10"8 3"15 10"101'1"14A B C D 4 12 2X6(A1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 K*53 /-/-/29 /-/3 Wind reactions based on MWFRS K Brg Width = 224 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 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 2015 TPI Std:2014 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):0.030 J 999 427 VERT(CL):0.061 J 999 427 HORZ(LL):0.005 J - - HORZ(TL):0.011 J - - Creep Factor: 2.0 Max TC CSI:0.268 Max BC CSI:0.209 Max Web CSI:0.074 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV1 Ply: 1 Qty:1 SEQN:226067 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T81 DrwNo:034.21.1406.09033 DLD /NDW 02/03/2021 17'11"4 6'8"10 4'(TYP) 3'0"14 17'11"4 17'11"4 18'8"10 9"6 0"4 6'3"2A B C D E F GHIJ K 4 12 3X5(D1) 2X3 2X3 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 K*53 /-/-/29 /-/3 Wind reactions based on MWFRS K Brg Width = 224 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.05 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: > 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 2015 TPI Std:2014 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):0.030 J 999 427 VERT(CL):0.061 J 999 427 HORZ(LL):0.005 J - - HORZ(TL):0.011 J - - Creep Factor: 2.0 Max TC CSI:0.268 Max BC CSI:0.209 Max Web CSI:0.074 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV1 Ply: 1 Qty:1 SEQN:226067 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T81 DrwNo:034.21.1406.09033 DLD /NDW 02/03/2021 17'11"4 6'8"10 4'(TYP) 3'0"14 17'11"4 17'11"4 18'8"10 9"6 0"4 6'3"2A B C D E F GHIJ K 4 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 I*53 /-/-/28 /-/3 Wind reactions based on MWFRS I Brg Width = 176 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.72 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 2015 TPI Std:2014 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):0.030 H 999 360 VERT(CL):0.060 H 999 331 HORZ(LL):0.005 H - - HORZ(TL):0.011 H - - Creep Factor: 2.0 Max TC CSI:0.270 Max BC CSI:0.208 Max Web CSI:0.051 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV2 Ply: 1 Qty:1 SEQN:226070 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T82 DrwNo:034.21.1406.06953 DLD /NDW 02/03/2021 13'11"4 6'8"10 6'8"10 10'8"10 4' 13'11"4 3'2"10 14'8"10 9"6 6'8"10 6'8"10 10'8"10 4' 13'11"4 3'2"10 14'8"10 9"6 0"4 4'11"2A B C D E FGH I 4 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 I*53 /-/-/28 /-/3 Wind reactions based on MWFRS I Brg Width = 176 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.72 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 2015 TPI Std:2014 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):0.030 H 999 360 VERT(CL):0.060 H 999 331 HORZ(LL):0.005 H - - HORZ(TL):0.011 H - - Creep Factor: 2.0 Max TC CSI:0.270 Max BC CSI:0.208 Max Web CSI:0.051 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV2 Ply: 1 Qty:1 SEQN:226070 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T82 DrwNo:034.21.1406.06953 DLD /NDW 02/03/2021 13'11"4 6'8"10 6'8"10 10'8"10 4' 13'11"4 3'2"10 14'8"10 9"6 6'8"10 6'8"10 10'8"10 4' 13'11"4 3'2"10 14'8"10 9"6 0"4 4'11"2A B C D E FGH I 4 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/29 /-/3 Wind reactions based on MWFRS F Brg Width = 128 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.38 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 2015 TPI Std:2014 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):0.029 E 999 360 VERT(CL):0.059 E 999 253 HORZ(LL):0.005 E - - HORZ(TL):0.011 E - - Creep Factor: 2.0 Max TC CSI:0.285 Max BC CSI:0.181 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV3 Ply: 1 Qty:1 SEQN:224353 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T83 DrwNo:034.21.1406.04937 DLD /NDW 02/03/2021 10'8"10 6'8"10 6'8"10 10'8"10 4' 6'8"10 6'8"10 10'8"10 4' 0"4 3'7"2A B C D E F 4 12 3X5(D1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/29 /-/3 Wind reactions based on MWFRS F Brg Width = 128 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.38 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 2015 TPI Std:2014 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):0.029 E 999 360 VERT(CL):0.059 E 999 253 HORZ(LL):0.005 E - - HORZ(TL):0.011 E - - Creep Factor: 2.0 Max TC CSI:0.285 Max BC CSI:0.181 Max Web CSI:0.053 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV3 Ply: 1 Qty:1 SEQN:224353 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T83 DrwNo:034.21.1406.04937 DLD /NDW 02/03/2021 10'8"10 6'8"10 6'8"10 10'8"10 4' 6'8"10 6'8"10 10'8"10 4' 0"4 3'7"2A B C D E F 4 12 3X5(D1) 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/28 /-/3 Wind reactions based on MWFRS D Brg Width = 80.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.05 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.008 C - - HORZ(TL):0.016 C - - Creep Factor: 2.0 Max TC CSI:0.309 Max BC CSI:0.274 Max Web CSI:0.112 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV4 Ply: 1 Qty:1 SEQN:224354 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T84 DrwNo:034.21.1406.02983 DLD /NDW 02/03/2021 6'8"10 6'8"10 6'8"10 0"4 2'3"2A B CD 4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/28 /-/3 Wind reactions based on MWFRS D Brg Width = 80.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.05 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.008 C - - HORZ(TL):0.016 C - - Creep Factor: 2.0 Max TC CSI:0.309 Max BC CSI:0.274 Max Web CSI:0.112 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV4 Ply: 1 Qty:1 SEQN:224354 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T84 DrwNo:034.21.1406.02983 DLD /NDW 02/03/2021 6'8"10 6'8"10 6'8"10 0"4 2'3"2A B CD 4 12 3X5(D1) 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/26 /-/2 Wind reactions based on MWFRS D Brg Width = 32.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.72 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.038 Max BC CSI:0.044 Max Web CSI:0.008 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV5 Ply: 1 Qty:1 SEQN:224355 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T85 DrwNo:034.21.1406.01040 DLD /NDW 02/03/2021 2'8"10 2'8"10 2'8"10 0"4 11"2A B CD 4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/26 /-/2 Wind reactions based on MWFRS D Brg Width = 32.6 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.72 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.000 C - - HORZ(TL):0.001 C - - Creep Factor: 2.0 Max TC CSI:0.038 Max BC CSI:0.044 Max Web CSI:0.008 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV5 Ply: 1 Qty:1 SEQN:224355 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T85 DrwNo:034.21.1406.01040 DLD /NDW 02/03/2021 2'8"10 2'8"10 2'8"10 0"4 11"2A B CD 4 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 J*54 /-/-/29 /-/3 Wind reactions based on MWFRS J Brg Width = 193 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.49 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 2015 TPI Std:2014 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 I 999 382 VERT(CL):0.010 I 999 382 HORZ(LL):-0.001 E - - HORZ(TL):0.002 I - - Creep Factor: 2.0 Max TC CSI:0.127 Max BC CSI:0.081 Max Web CSI:0.060 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV6 Ply: 1 Qty:1 SEQN:224347 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T40 DrwNo:034.21.1405.58920 DLD /NDW 02/03/2021 16'1"2 4'1"2 4'(TYP) 3'10"4 16'1"2 16'1"2 0"4 5'4"10A B C D E FGHIJ 4 12 3X5(D1) 2X3 2X3 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 J*54 /-/-/29 /-/3 Wind reactions based on MWFRS J Brg Width = 193 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.49 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 2015 TPI Std:2014 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 I 999 382 VERT(CL):0.010 I 999 382 HORZ(LL):-0.001 E - - HORZ(TL):0.002 I - - Creep Factor: 2.0 Max TC CSI:0.127 Max BC CSI:0.081 Max Web CSI:0.060 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV6 Ply: 1 Qty:1 SEQN:224347 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T40 DrwNo:034.21.1405.58920 DLD /NDW 02/03/2021 16'1"2 4'1"2 4'(TYP) 3'10"4 16'1"2 16'1"2 0"4 5'4"10A B C D E FGHIJ 4 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 H*54 /-/-/29 /-/3 Wind reactions based on MWFRS H Brg Width = 145 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.15 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 2015 TPI Std:2014 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(CL):0.010 G 999 286 HORZ(LL):0.001 G - - HORZ(TL):0.002 G - - Creep Factor: 2.0 Max TC CSI:0.106 Max BC CSI:0.078 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV7 Ply: 1 Qty:1 SEQN:224348 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T76 DrwNo:034.21.1405.52600 DLD /NDW 02/03/2021 12'1"2 4'1"2 4'1"2 8'1"2 4' 12'1"2 4' 4'1"2 4'1"2 8'1"2 4' 12'1"2 4' 0"4 4'0"10A B C D E FG H 4 12 3X5(D1) 2X3 2X3 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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 H*54 /-/-/29 /-/3 Wind reactions based on MWFRS H Brg Width = 145 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.15 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 2015 TPI Std:2014 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(CL):0.010 G 999 286 HORZ(LL):0.001 G - - HORZ(TL):0.002 G - - Creep Factor: 2.0 Max TC CSI:0.106 Max BC CSI:0.078 Max Web CSI:0.040 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV7 Ply: 1 Qty:1 SEQN:224348 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T76 DrwNo:034.21.1405.52600 DLD /NDW 02/03/2021 12'1"2 4'1"2 4'1"2 8'1"2 4' 12'1"2 4' 4'1"2 4'1"2 8'1"2 4' 12'1"2 4' 0"4 4'0"10A B C D E FG H 4 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/28 /-/3 Wind reactions based on MWFRS F Brg Width = 97.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.82 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 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.009 E 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.140 Max BC CSI:0.069 Max Web CSI:0.037 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV8 Ply: 1 Qty:1 SEQN:224349 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T77 DrwNo:034.21.1405.50783 DLD /NDW 02/03/2021 8'1"2 4'1"2 4'1"2 8'1"2 4' 4'1"2 4'1"2 8'1"2 4' 0"4 2'8"10A B C D E F 4 12 3X5(D1) 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/28 /-/3 Wind reactions based on MWFRS F Brg Width = 97.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.82 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 2015 TPI Std:2014 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 E 999 360 VERT(CL):0.009 E 999 240 HORZ(LL):0.001 E - - HORZ(TL):0.002 E - - Creep Factor: 2.0 Max TC CSI:0.140 Max BC CSI:0.069 Max Web CSI:0.037 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV8 Ply: 1 Qty:1 SEQN:224349 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T77 DrwNo:034.21.1405.50783 DLD /NDW 02/03/2021 8'1"2 4'1"2 4'1"2 8'1"2 4' 4'1"2 4'1"2 8'1"2 4' 0"4 2'8"10A B C D E F 4 12 3X5(D1) 2X3 2X3 2X3 2X6 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/27 /-/3 Wind reactions based on MWFRS D Brg Width = 49.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.49 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.086 Max Web CSI:0.022 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV9 Ply: 1 Qty:1 SEQN:224350 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T80 DrwNo:034.21.1405.48823 DLD /NDW 02/03/2021 4'1"2 4'1"2 4'1"2 0"4 1'4"10A B CD 4 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x4 SP #1;Bot chord: 2x4 SP #1; Webs: 2x4 SP #3; Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-15 section 301.5. 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*54 /-/-/27 /-/3 Wind reactions based on MWFRS D Brg Width = 49.1 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.49 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 2015 TPI Std:2014 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(CL):NA HORZ(LL):0.002 C - - HORZ(TL):0.003 C - - Creep Factor: 2.0 Max TC CSI:0.101 Max BC CSI:0.086 Max Web CSI:0.022 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:NV9 Ply: 1 Qty:1 SEQN:224350 VAL FROM: GAH Cust: R7124 JRef:1X2M71240002 T80 DrwNo:034.21.1405.48823 DLD /NDW 02/03/2021 4'1"2 4'1"2 4'1"2 0"4 1'4"10A B CD 4 12 3X5(D1) 2X3 2X3 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x8 SP SS Dense;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W13 2x6 SP #1; W2,W12 2x4 SP #1; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 3 Rows @ 3.75" o.c. (Each Row)Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 20 plf at 0.00 to 20 plf at 3.33 TC: From 180 plf at 3.33 to 180 plf at 17.83TC: From 20 plf at 17.83 to 20 plf at 21.17BC: From 7 plf at 0.00 to 7 plf at 21.17TC: 1420 lb Conc. Load at 1.06, 2.40TC: 2217 lb Conc. Load at 3.33,17.83TC: 881 lb Conc. Load at 3.73TC: 897 lb Conc. Load at 5.06, 6.40, 7.73, 9.0610.40,11.73,13.06,14.40,15.73,17.06,21.06TC: 1435 lb Conc. Load at 18.40,19.73 Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 11563 /-/-/-/1113 /- Q 12211 /-/-/-/1176 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.5 Q Brg Width = 5.5 Min Req =4.8 Bearings P & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 250 -2596 B - C 389 -4040 C - D 439 -4558 D - E 439 -4558 Chords Tens.Comp. E - F 439 -4558 F - G 390 -4055 G - H 252 -2616 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 2834 -273N - M 4145 -399 M - L 4145 -399 Chords Tens.Comp. L - K 4160 -401K - J 2856 -275 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - P 371 -3836 A - O 4260 -410 O - B 331 -3387 B - N 1925 -221 N - C 178 -1500 C - L 641 -92 D - L 98 -958 Webs Tens.Comp. L - F 619 -59 F - K 148 -1492 K - G 1914 -184 G - J 333 -3414 J - H 4292 -413 H - I 392 -4051 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: 16.0 " 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 2015 TPI Std:2014 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):0.099 D 999 508 VERT(CL):0.198 D 999 508 HORZ(LL):0.024 J - - HORZ(TL):0.047 J - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.523 Max Web CSI:0.711 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:O1 Ply: 3 Qty:1 SEQN:224835 FLAT FROM: GAH Cust: R7124 JRef:1X2M71240002 T13 DrwNo:034.21.1448.49123 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W2 W12 W13 21'2" 3'4" 3'4" 6'11"8 3'7"8 10'7" 3'7"8 14'2"8 3'7"8 17'10" 3'7"8 21'2" 3'4" 3'4" 3'4" 6'11"8 3'7"8 10'7" 3'7"8 14'2"8 3'7"8 17'10" 3'7"8 21'2" 3'4"4'8"2A B C D E F G H IJKLMNOPQ 6X8 H0308 6X8 5X5 5X5 3X5 H0508 2X3 3X7 6X8 3X5 5X5 5X5 6X8 6X8 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x8 SP SS Dense;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W13 2x6 SP #1; W2,W12 2x4 SP #1; Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 3 Rows @ 3.75" o.c. (Each Row)Bot Chord: 1 Row @12.00" o.c.Webs : 1 Row @ 4" o.c.Repeat nailing as each layer is applied. Use equalspacing between rows and stagger nails in each row to avoid splitting. Special Loads ------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)TC: From 20 plf at 0.00 to 20 plf at 3.33 TC: From 180 plf at 3.33 to 180 plf at 17.83TC: From 20 plf at 17.83 to 20 plf at 21.17BC: From 7 plf at 0.00 to 7 plf at 21.17TC: 1420 lb Conc. Load at 1.06, 2.40TC: 2217 lb Conc. Load at 3.33,17.83TC: 881 lb Conc. Load at 3.73TC: 897 lb Conc. Load at 5.06, 6.40, 7.73, 9.0610.40,11.73,13.06,14.40,15.73,17.06,21.06TC: 1435 lb Conc. Load at 18.40,19.73 Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P 11563 /-/-/-/1113 /- Q 12211 /-/-/-/1176 /- Wind reactions based on MWFRS P Brg Width = 5.5 Min Req =4.5 Q Brg Width = 5.5 Min Req =4.8 Bearings P & Q are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 250 -2596 B - C 389 -4040 C - D 439 -4558 D - E 439 -4558 Chords Tens.Comp. E - F 439 -4558 F - G 390 -4055 G - H 252 -2616 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. O - N 2834 -273N - M 4145 -399 M - L 4145 -399 Chords Tens.Comp. L - K 4160 -401K - J 2856 -275 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - P 371 -3836 A - O 4260 -410 O - B 331 -3387 B - N 1925 -221 N - C 178 -1500 C - L 641 -92 D - L 98 -958 Webs Tens.Comp. L - F 619 -59 F - K 148 -1492 K - G 1914 -184 G - J 333 -3414 J - H 4292 -413 H - I 392 -4051 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: 16.0 " 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 2015 TPI Std:2014 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):0.099 D 999 508 VERT(CL):0.198 D 999 508 HORZ(LL):0.024 J - - HORZ(TL):0.047 J - - Creep Factor: 2.0 Max TC CSI:0.145 Max BC CSI:0.523 Max Web CSI:0.711 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:O1 Ply: 3 Qty:1 SEQN:224835 FLAT FROM: GAH Cust: R7124 JRef:1X2M71240002 T13 DrwNo:034.21.1448.49123 DLD /NDW 02/03/2021 3 Complete Trusses Required W1 W2 W12 W13 21'2" 3'4" 3'4" 6'11"8 3'7"8 10'7" 3'7"8 14'2"8 3'7"8 17'10" 3'7"8 21'2" 3'4" 3'4" 3'4" 6'11"8 3'7"8 10'7" 3'7"8 14'2"8 3'7"8 17'10" 3'7"8 21'2" 3'4"4'8"2A B C D E F G H IJKLMNOPQ 6X8 H0308 6X8 5X5 5X5 3X5 H0508 2X3 3X7 6X8 3X5 5X5 5X5 6X8 6X8 H0308 02/03/2021 yyyyyyy **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x6 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W9 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.50" 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 140 plf at 0.00 to 140 plf at 14.25BC: From 47 plf at 0.00 to 47 plf at 14.25BC: 295 lb Conc. Load at 0.27, 1.60, 2.94, 4.27 5.60, 6.94, 8.27, 9.60,10.94,12.27,13.60 Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2995 /-/-/-/427 /- F 2910 /-/-/-/413 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -1346 B - C 249 -1768 Chords Tens.Comp. C - D 249 -1768 D - E 189 -1348 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 1404 -202 Chords Tens.Comp. H - G 1406 -202 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 194 -1239 A - I 1729 -242 I - B 132 -601 B - H 493 -65 Webs Tens.Comp. H - D 491 -64 D - G 131 -599 G - E 1732 -243 E - F 194 -1240 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.21 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: 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 2015 TPI Std:2014 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):0.029 C 999 360 VERT(CL):0.057 C 999 342 HORZ(LL):0.007 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.094 Max BC CSI:0.287 Max Web CSI:0.425 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:P1 Ply: 2 Qty:1 SEQN:224226 FLAT FROM: GAH Cust: R7124 JRef:1X2M71240002 T54 DrwNo:034.21.1447.59993 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W9 14'3" 3'8"10 3'8"10 7'1"8 3'4"14 10'6"6 3'4"14 14'3" 3'8"10 3'8"10 3'8"10 7'1"8 3'4"14 10'6"6 3'4"14 14'3" 3'8"103'5"5A B C D E FGHIJ 5X5 3X7 3X8 3X5 2X3 3X7 3X5 3X8 5X5 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: sbcindustry.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Top chord: 2x6 SP #1;Bot chord: 2x6 SP #1; Webs: 2x4 SP #2; W1,W9 2x6 SP #1; Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c. Bot Chord: 1 Row @ 5.50" 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 140 plf at 0.00 to 140 plf at 14.25BC: From 47 plf at 0.00 to 47 plf at 14.25BC: 295 lb Conc. Load at 0.27, 1.60, 2.94, 4.27 5.60, 6.94, 8.27, 9.60,10.94,12.27,13.60 Purlins The TC of this truss shall be braced with attachedspans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 2995 /-/-/-/427 /- F 2910 /-/-/-/413 /- Wind reactions based on MWFRS J Brg Width = -Min Req =- F Brg Width = -Min Req =- Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 189 -1346 B - C 249 -1768 Chords Tens.Comp. C - D 249 -1768 D - E 189 -1348 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 1404 -202 Chords Tens.Comp. H - G 1406 -202 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 194 -1239 A - I 1729 -242 I - B 132 -601 B - H 493 -65 Webs Tens.Comp. H - D 491 -64 D - G 131 -599 G - E 1732 -243 E - F 194 -1240 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: 16.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.21 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: 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 2015 TPI Std:2014 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):0.029 C 999 360 VERT(CL):0.057 C 999 342 HORZ(LL):0.007 A - - HORZ(TL):0.015 A - - Creep Factor: 2.0 Max TC CSI:0.094 Max BC CSI:0.287 Max Web CSI:0.425 VIEW Ver: 19.02.02B.0122.16 Job Number:171787 /Chisholm Lumber & Supply /Hutchins Res. /171787 Truss Label:P1 Ply: 2 Qty:1 SEQN:224226 FLAT FROM: GAH Cust: R7124 JRef:1X2M71240002 T54 DrwNo:034.21.1447.59993 DLD /NDW 02/03/2021 2 Complete Trusses Required W1 W9 14'3" 3'8"10 3'8"10 7'1"8 3'4"14 10'6"6 3'4"14 14'3" 3'8"10 3'8"10 3'8"10 7'1"8 3'4"14 10'6"6 3'4"14 14'3" 3'8"103'5"5A B C D E FGHIJ 5X5 3X7 3X8 3X5 2X3 3X7 3X5 3X8 5X5 3X7 02/03/2021 yyyyyyy 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 02/03/2021