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HomeMy WebLinkAbout526FA - TrussesAlpine, an ITW company 514 Earth City Expressway Suite 242 Earth City, MO 63045 Phone: (800)326-4102 (314)344-9121 alpineitw.com Site Information:Page 1: Customer: Okaw Truss, Inc.Job Number: Q-158761 Job Description: /Chisholm Lumber & Supply /526FA / Washburn Res. / Address: 526 1st Street SE, Carmel, IN 46032 Job Engineering Criteria: Design Code: IRC 2012 IntelliVIEW Version: 21.01.03A JRef #: 1Xbd71240001 Wind Standard: ASCE 7-10 Wind Speed (mph): 115 Design Loading (psf): 40.00 Building Type: Closed This package contains general notes pages, 52 truss drawing(s) and 8 detail(s). Item Drawing Number Truss Item Drawing Number Truss 1 349.21.0818.50607 A1 2 349.21.0821.01170 A2 3 349.21.0821.06683 A3 4 349.21.0821.10047 A4 5 349.21.0821.12593 A5 6 349.21.0821.17740 A6 7 349.21.0821.23133 A7 8 349.21.0821.25903 A8 9 349.21.0821.28357 A9 10 349.21.0818.54460 A10 11 349.21.0818.56463 A11 12 349.21.0819.08923 A12 13 349.21.0819.43320 A13 14 349.21.0822.14620 B1 15 349.21.0822.35263 B2 16 349.21.0822.49807 C1 17 349.21.0822.52470 C2 18 349.21.0823.37610 D1 19 349.21.0823.48317 D2 20 349.21.0823.51587 D3 21 349.21.0824.01223 D4 22 349.21.0824.05487 D5 23 349.21.0824.08733 D6 24 349.21.0824.46293 D7 25 349.21.0824.48720 D8 26 349.21.0825.51043 E1 27 349.21.0826.26377 E2 28 349.21.0826.33817 E3 29 349.21.0827.05460 E4 30 349.21.0827.10383 E5 31 349.21.0827.21120 E6 32 349.21.0828.28750 E7 33 349.21.0830.02887 E8 34 349.21.0831.16760 E9 35 349.21.0825.55287 E10 36 349.21.0826.00720 E11 37 349.21.0826.03640 E12 38 349.21.0826.06017 E13 39 349.21.0826.07993 E14 40 349.21.0826.10123 E15 41 349.21.0832.59870 F1 42 349.21.0833.28410 F2 43 349.21.0833.32410 F3 44 349.21.0834.15337 F4 45 349.21.0834.33440 F5 46 349.21.0835.23320 F6 47 349.21.0836.30687 F7 48 349.21.0836.41893 F8 49 349.21.0836.55000 F9 50 349.21.0833.02647 F10 Printed 12/15/2021 11:59:01 AM 12/15/2021yyyyyyy 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: Q-158761 Job Description: /Chisholm Lumber & Supply /526FA / Washburn Res. / Address: 526 1st Street SE, Carmel, IN 46032 Item Drawing Number Truss Item Drawing Number Truss 51 349.21.0833.04657 F11 52 349.21.0837.16090 G1 53 A11530ENC101014 54 GABRST101014 55 GBLLETIN0118 56 VAL160101014 57 PB115101217 58 A11515ENC101014 59 BRCLBSUB0119 60 DEFLCAMB1014 Printed 12/15/2021 11:59:01 AM 12/15/2021yyyyyyy 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. sbcacomponents.com. Page 3 of 3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W8,M8,M9 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) #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. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 48 8.44 12.44Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. The building engineer and/or architect of record shall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AD 974 /-/-/505 /52 /344 AA 730 /-/-/288 /13 /- T 881 /-/-/515 /50 /- Wind reactions based on MWFRS AD Brg Wid = 3.5 Min Req =1.5 AA Brg Wid = 3.5 Min Req =1.5 T Brg Wid = 3.0 Min Req =1.5 Bearings AD, AA, & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 233 -730 D - G 296 -559 Chords Tens.Comp. K - O 303 -606 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AD-AC 515 -180AC-AB 393 -134 Chords Tens.Comp. AB-AA 393 -134Z - T 464 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AD- C 43 -747 Webs Tens.Comp. O - T 0 -743 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AP-AA 33 -516 Gables Tens.Comp. AP-AQ 9 -431 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 Y 999 360 VERT(TL):0.100 Y 999 240 HORZ(LL):-0.017 M - - HORZ(TL):-0.068 M - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.587 Max Web CSI:0.718 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A1 Ply: 1 Qty:1 SEQN:288315 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T9 DrwNo:349.21.0818.50607 CAT /SLS 12/15/2021 W5 W6 W8 M8 M9 11'9-1/4"8'10-3/4"2-1/2" 6'5-1/4" 1'4"(TYP) 4'2-5/8" 4'2-5/8" 6'1-13/16" 1'11-3/16" 8'5-1/4" 2'3-7/16" 12'5-1/4" 4' 16'7-7/8" 4'2-5/8" 20'10-1/2" 4'2-5/8" 8'5-1/4" 8'5-1/4" 12'5-1/4" 4' 20'10-1/2" 8'5-1/4"10-1/2"10-1/2" 1'0-7/8"10'11"11'3-3/4"(a) (b) (b) A B C D G K O R S TZAAABACAD AP AQ 14 12 3X3 3X5 3X5 3X5 3X3 3X3 4X102X3(**) 3X5 2X3(**) 3X32X3(**) 4X10 3X7 3X5 2X3(**) 3X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W5,W6,W8,M8,M9 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (a) #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. (**) 4 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 48 8.44 12.44Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Right cantilever is exposed to wind See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. The building engineer and/or architect of record shall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AD 974 /-/-/505 /52 /344 AA 730 /-/-/288 /13 /- T 881 /-/-/515 /50 /- Wind reactions based on MWFRS AD Brg Wid = 3.5 Min Req =1.5 AA Brg Wid = 3.5 Min Req =1.5 T Brg Wid = 3.0 Min Req =1.5 Bearings AD, AA, & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 233 -730 D - G 296 -559 Chords Tens.Comp. K - O 303 -606 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. AD-AC 515 -180AC-AB 393 -134 Chords Tens.Comp. AB-AA 393 -134Z - T 464 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AD- C 43 -747 Webs Tens.Comp. O - T 0 -743 Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. AP-AA 33 -516 Gables Tens.Comp. AP-AQ 9 -431 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.58 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.025 Y 999 360 VERT(TL):0.100 Y 999 240 HORZ(LL):-0.017 M - - HORZ(TL):-0.068 M - - Creep Factor: 2.0 Max TC CSI:0.370 Max BC CSI:0.587 Max Web CSI:0.718 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A1 Ply: 1 Qty:1 SEQN:288315 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T9 DrwNo:349.21.0818.50607 CAT /SLS 12/15/2021 W5 W6 W8 M8 M9 11'9-1/4"8'10-3/4"2-1/2" 6'5-1/4" 1'4"(TYP) 4'2-5/8" 4'2-5/8" 6'1-13/16" 1'11-3/16" 8'5-1/4" 2'3-7/16" 12'5-1/4" 4' 16'7-7/8" 4'2-5/8" 20'10-1/2" 4'2-5/8" 8'5-1/4" 8'5-1/4" 12'5-1/4" 4' 20'10-1/2" 8'5-1/4"10-1/2"10-1/2" 1'0-7/8"10'11"11'3-3/4"(a) (b) (b) A B C D G K O R S TZAAABACAD AP AQ 14 12 3X3 3X5 3X5 3X5 3X3 3X3 4X102X3(**) 3X5 2X3(**) 3X32X3(**) 4X10 3X7 3X5 2X3(**) 3X5 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; W4,W5 2x6 SP 2400f-2.0E;Lt Slider: 2x6 SP #1; block length = 1.524'Rt Slider: 2x6 SP #1; block length = 1.524' Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing 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 71 plf at 0.00 to 71 plf at 20.88 BC: From 10 plf at 0.00 to 10 plf at 20.88BC: 1634 lb Conc. Load at 0.58, 2.58, 4.58, 6.588.58,10.58BC: 277 lb Conc. Load at 12.58,14.58,16.58BC: 356 lb Conc. Load at 18.58,20.58 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 8.44 12.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 5263 /-/-/119 /-/- K 7018 /-/-/33 /-/- P 755 /-/-/-/42 /- Wind reactions based on MWFRS O Brg Wid = 3.5 Min Req =2.7 K Brg Wid = 3.5 Min Req =3.2 P Brg Wid = 3.0 Min Req =1.5 Bearings O, K, & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -2122 B - C 0 -2096 Chords Tens.Comp. C - D 0 -711 D - E 0 -440 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - N 1381 0 Chords Tens.Comp. N - M 1301 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 1916 0C - M 0 -1310 D - M 399 -38 Webs Tens.Comp. M - E 2235 0E - K 0 -2286 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 N 999 360 VERT(TL):0.089 N 999 240 HORZ(LL):0.012 B - - HORZ(TL):0.037 B - - Creep Factor: 2.0 Max TC CSI:0.238 Max BC CSI:0.323 Max Web CSI:0.640 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A2 Ply: 2 Qty:1 SEQN:288318 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T31 DrwNo:349.21.0821.01170 CAT /SLS 12/15/2021 2 Complete Trusses Required W4 W5 11'9-1/4"8'10-3/4"2-1/2" 4'0-7/8" 4'0-7/8" 8'5-1/4" 4'4-3/8" 10'5-1/4" 2' 12'5-1/4" 2' 16'9-5/8" 4'4-3/8" 20'10-1/2" 4'0-7/8" 4'0-7/8" 4'0-7/8" 9'1-1/4" 5'0-3/8" 11'9-1/4" 2'8" 16'9-5/8" 5'0-3/8" 20'10-1/2" 4'0-7/8" 1'0-7/8"10'11"A B C D E F G H I JKLMNO P 14 12 4X10(E5) 3X5 3X12 4X8 4X4 8X10 5X6 6X8 4X10 4X4 4X8 3X12 3X5 4X10(E5) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; W4,W5 2x6 SP 2400f-2.0E;Lt Slider: 2x6 SP #1; block length = 1.524'Rt Slider: 2x6 SP #1; block length = 1.524' Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 2 Rows @ 5.00" o.c. (Each Row)Webs : 1 Row @ 4" o.c.Use equal spacing 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 71 plf at 0.00 to 71 plf at 20.88 BC: From 10 plf at 0.00 to 10 plf at 20.88BC: 1634 lb Conc. Load at 0.58, 2.58, 4.58, 6.588.58,10.58BC: 277 lb Conc. Load at 12.58,14.58,16.58BC: 356 lb Conc. Load at 18.58,20.58 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 8.44 12.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 5263 /-/-/119 /-/- K 7018 /-/-/33 /-/- P 755 /-/-/-/42 /- Wind reactions based on MWFRS O Brg Wid = 3.5 Min Req =2.7 K Brg Wid = 3.5 Min Req =3.2 P Brg Wid = 3.0 Min Req =1.5 Bearings O, K, & P are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 24 -2122 B - C 0 -2096 Chords Tens.Comp. C - D 0 -711 D - E 0 -440 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - N 1381 0 Chords Tens.Comp. N - M 1301 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. N - C 1916 0C - M 0 -1310 D - M 399 -38 Webs Tens.Comp. M - E 2235 0E - K 0 -2286 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.029 N 999 360 VERT(TL):0.089 N 999 240 HORZ(LL):0.012 B - - HORZ(TL):0.037 B - - Creep Factor: 2.0 Max TC CSI:0.238 Max BC CSI:0.323 Max Web CSI:0.640 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A2 Ply: 2 Qty:1 SEQN:288318 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T31 DrwNo:349.21.0821.01170 CAT /SLS 12/15/2021 2 Complete Trusses Required W4 W5 11'9-1/4"8'10-3/4"2-1/2" 4'0-7/8" 4'0-7/8" 8'5-1/4" 4'4-3/8" 10'5-1/4" 2' 12'5-1/4" 2' 16'9-5/8" 4'4-3/8" 20'10-1/2" 4'0-7/8" 4'0-7/8" 4'0-7/8" 9'1-1/4" 5'0-3/8" 11'9-1/4" 2'8" 16'9-5/8" 5'0-3/8" 20'10-1/2" 4'0-7/8" 1'0-7/8"10'11"A B C D E F G H I JKLMNO P 14 12 4X10(E5) 3X5 3X12 4X8 4X4 8X10 5X6 6X8 4X10 4X4 4X8 3X12 3X5 4X10(E5) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. 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 8.44 12.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flat top chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*91 /-/-/51 /4 /12 Wind reactions based on MWFRS I Brg Wid = 250 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 D 999 360 VERT(TL):0.011 D 999 240 HORZ(LL):0.008 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.219 Max BC CSI:0.122 Max Web CSI:0.257 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A3 Ply: 1 Qty:1 SEQN:288321 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T20 DrwNo:349.21.0821.06683 CAT /SLS 12/15/2021 W3 20'10-1/2" 2'5-1/4"4'(TYP) 8'5-1/4" 8'5-1/4" 12'5-1/4" 4' 20'10-1/2" 8'5-1/4" 20'10-1/2" 20'10-1/2" 0-9/16"9'10-11/16"(a) A B C D E F G H I JKLMNO 14 12 3X5(D1) 2X3 2X3 2X3 2X3 3X5 3X5 2X3 2X3 3X5 2X3 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. 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 8.44 12.44Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flat top chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*91 /-/-/51 /4 /12 Wind reactions based on MWFRS I Brg Wid = 250 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.21 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 D 999 360 VERT(TL):0.011 D 999 240 HORZ(LL):0.008 D - - HORZ(TL):0.016 D - - Creep Factor: 2.0 Max TC CSI:0.219 Max BC CSI:0.122 Max Web CSI:0.257 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A3 Ply: 1 Qty:1 SEQN:288321 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T20 DrwNo:349.21.0821.06683 CAT /SLS 12/15/2021 W3 20'10-1/2" 2'5-1/4"4'(TYP) 8'5-1/4" 8'5-1/4" 12'5-1/4" 4' 20'10-1/2" 8'5-1/4" 20'10-1/2" 20'10-1/2" 0-9/16"9'10-11/16"(a) A B C D E F G H I JKLMNO 14 12 3X5(D1) 2X3 2X3 2X3 2X3 3X5 3X5 2X3 2X3 3X5 2X3 2X3 2X3 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*90 /-/-/54 /5 /15 Wind reactions based on MWFRS E Brg Wid = 223 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 360 VERT(TL):0.030 A 999 240 HORZ(LL):-0.006 E - - HORZ(TL):-0.022 E - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.261 Max Web CSI:0.325 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A4 Ply: 1 Qty:1 SEQN:288325 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T12 DrwNo:349.21.0821.10047 CAT /SLS 12/15/2021 W2 18'7-5/8" 5'3-13/16" 4'(TYP) 9'3-13/16" 9'3-13/16" 18'7-5/8" 9'3-13/16" 18'7-5/8" 18'7-5/8" 0-1/4"10'10-11/16"(a) A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*90 /-/-/54 /5 /15 Wind reactions based on MWFRS E Brg Wid = 223 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.04 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.009 A 999 360 VERT(TL):0.030 A 999 240 HORZ(LL):-0.006 E - - HORZ(TL):-0.022 E - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.261 Max Web CSI:0.325 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A4 Ply: 1 Qty:1 SEQN:288325 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T12 DrwNo:349.21.0821.10047 CAT /SLS 12/15/2021 W2 18'7-5/8" 5'3-13/16" 4'(TYP) 9'3-13/16" 9'3-13/16" 18'7-5/8" 9'3-13/16" 18'7-5/8" 18'7-5/8" 0-1/4"10'10-11/16"(a) A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*90 /-/-/53 /5 /15 Wind reactions based on MWFRS E Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.71 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.013 A 999 240 HORZ(LL):-0.004 B - - HORZ(TL):-0.010 E - - Creep Factor: 2.0 Max TC CSI:0.278 Max BC CSI:0.159 Max Web CSI:0.224 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A5 Ply: 1 Qty:1 SEQN:288328 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T13 DrwNo:349.21.0821.12593 CAT /SLS 12/15/2021 W2 16'4-3/16" 4'2-1/16" 4'(TYP) 8'2-1/16" 8'2-1/16" 16'4-3/16" 8'2-1/16" 16'4-3/16" 16'4-3/16" 0-1/4"9'6-11/16"(a) A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W2 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*90 /-/-/53 /5 /15 Wind reactions based on MWFRS E Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.71 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.013 A 999 240 HORZ(LL):-0.004 B - - HORZ(TL):-0.010 E - - Creep Factor: 2.0 Max TC CSI:0.278 Max BC CSI:0.159 Max Web CSI:0.224 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A5 Ply: 1 Qty:1 SEQN:288328 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T13 DrwNo:349.21.0821.12593 CAT /SLS 12/15/2021 W2 16'4-3/16" 4'2-1/16" 4'(TYP) 8'2-1/16" 8'2-1/16" 16'4-3/16" 8'2-1/16" 16'4-3/16" 16'4-3/16" 0-1/4"9'6-11/16"(a) A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*90 /-/-/53 /6 /15 Wind reactions based on MWFRS E Brg Wid = 168 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.38 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.004 C 999 240 HORZ(LL):-0.003 B - - HORZ(TL):-0.005 B - - Creep Factor: 2.0 Max TC CSI:0.311 Max BC CSI:0.110 Max Web CSI:0.196 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A6 Ply: 1 Qty:1 SEQN:288331 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T14 DrwNo:349.21.0821.17740 CAT /SLS 12/15/2021 14'0-3/4" 3'0-3/8" 4'(TYP) 7'0-3/8" 7'0-3/8" 14'0-3/4" 7'0-3/8" 14'0-3/4" 14'0-3/4" 0-1/4"8'2-11/16"A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. 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*90 /-/-/53 /6 /15 Wind reactions based on MWFRS E Brg Wid = 168 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.38 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.004 C 999 240 HORZ(LL):-0.003 B - - HORZ(TL):-0.005 B - - Creep Factor: 2.0 Max TC CSI:0.311 Max BC CSI:0.110 Max Web CSI:0.196 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A6 Ply: 1 Qty:1 SEQN:288331 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T14 DrwNo:349.21.0821.17740 CAT /SLS 12/15/2021 14'0-3/4" 3'0-3/8" 4'(TYP) 7'0-3/8" 7'0-3/8" 14'0-3/4" 7'0-3/8" 14'0-3/4" 14'0-3/4" 0-1/4"8'2-11/16"A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*90 /-/-/53 /2 /15 Wind reactions based on MWFRS E Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.04 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.002 C 999 240 HORZ(LL):-0.002 B - - HORZ(TL):-0.003 B - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.120 Max Web CSI:0.112 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A7 Ply: 1 Qty:1 SEQN:288334 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T15 DrwNo:349.21.0821.23133 CAT /SLS 12/15/2021 11'9-5/16" 1'10-11/16" 4' (TYP) 5'10-11/16" 5'10-11/16" 11'9-5/16" 5'10-11/16" 11'9-5/16" 11'9-5/16" 0-1/4"6'10-11/16"A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. 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*90 /-/-/53 /2 /15 Wind reactions based on MWFRS E Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.04 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.002 C 999 240 HORZ(LL):-0.002 B - - HORZ(TL):-0.003 B - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.120 Max Web CSI:0.112 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A7 Ply: 1 Qty:1 SEQN:288334 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T15 DrwNo:349.21.0821.23133 CAT /SLS 12/15/2021 11'9-5/16" 1'10-11/16" 4' (TYP) 5'10-11/16" 5'10-11/16" 11'9-5/16" 5'10-11/16" 11'9-5/16" 11'9-5/16" 0-1/4"6'10-11/16"A B C D E FGH 14 12 3X5(D1) 2X3 2X3 4X4 2X3 2X3 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/53 /1 /15 Wind reactions based on MWFRS C Brg Wid = 113 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 171 -448 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.71 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 C 999 360 VERT(TL):0.028 C 999 240 HORZ(LL):-0.006 C - - HORZ(TL):-0.021 C - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.298 Max Web CSI:0.235 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A8 Ply: 1 Qty:1 SEQN:288337 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T16 DrwNo:349.21.0821.25903 CAT /SLS 12/15/2021 9'5-7/8" 4'8-15/16" 4'8-15/16" 9'5-7/8" 4'8-15/16" 4'8-15/16" 4'8-15/16" 9'5-7/8" 4'8-15/16" 0-1/4"5'6-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/53 /1 /15 Wind reactions based on MWFRS C Brg Wid = 113 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 171 -448 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.71 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.008 C 999 360 VERT(TL):0.028 C 999 240 HORZ(LL):-0.006 C - - HORZ(TL):-0.021 C - - Creep Factor: 2.0 Max TC CSI:0.354 Max BC CSI:0.298 Max Web CSI:0.235 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A8 Ply: 1 Qty:1 SEQN:288337 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T16 DrwNo:349.21.0821.25903 CAT /SLS 12/15/2021 9'5-7/8" 4'8-15/16" 4'8-15/16" 9'5-7/8" 4'8-15/16" 4'8-15/16" 4'8-15/16" 9'5-7/8" 4'8-15/16" 0-1/4"5'6-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /1 /14 Wind reactions based on MWFRS C Brg Wid = 86.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.012 A 999 240 HORZ(LL):-0.003 C - - HORZ(TL):-0.009 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.159 Max Web CSI:0.095 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A9 Ply: 1 Qty:1 SEQN:288340 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T17 DrwNo:349.21.0821.28357 CAT /SLS 12/15/2021 7'2-1/2" 3'7-1/4" 3'7-1/4" 7'2-1/2" 3'7-1/4" 3'7-1/4" 3'7-1/4" 7'2-1/2" 3'7-1/4" 0-1/4"4'2-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /1 /14 Wind reactions based on MWFRS C Brg Wid = 86.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.38 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.012 A 999 240 HORZ(LL):-0.003 C - - HORZ(TL):-0.009 C - - Creep Factor: 2.0 Max TC CSI:0.187 Max BC CSI:0.159 Max Web CSI:0.095 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A9 Ply: 1 Qty:1 SEQN:288340 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T17 DrwNo:349.21.0821.28357 CAT /SLS 12/15/2021 7'2-1/2" 3'7-1/4" 3'7-1/4" 7'2-1/2" 3'7-1/4" 3'7-1/4" 3'7-1/4" 7'2-1/2" 3'7-1/4" 0-1/4"4'2-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /0 /14 Wind reactions based on MWFRS C Brg Wid = 59.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.04 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.004 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.003 C - - Creep Factor: 2.0 Max TC CSI:0.076 Max BC CSI:0.063 Max Web CSI:0.038 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A10 Ply: 1 Qty:1 SEQN:288343 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T18 DrwNo:349.21.0818.54460 CAT /SLS 12/15/2021 4'11-1/16" 2'5-1/2" 2'5-1/2" 4'11-1/16" 2'5-1/2" 2'5-1/2" 2'5-1/2" 4'11-1/16" 2'5-1/2" 0-1/4"2'10-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /0 /14 Wind reactions based on MWFRS C Brg Wid = 59.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 22.04 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.004 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.003 C - - Creep Factor: 2.0 Max TC CSI:0.076 Max BC CSI:0.063 Max Web CSI:0.038 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A10 Ply: 1 Qty:1 SEQN:288343 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T18 DrwNo:349.21.0818.54460 CAT /SLS 12/15/2021 4'11-1/16" 2'5-1/2" 2'5-1/2" 4'11-1/16" 2'5-1/2" 2'5-1/2" 2'5-1/2" 4'11-1/16" 2'5-1/2" 0-1/4"2'10-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*89 /-/-/49 /-/12 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " 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/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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 A 999 360 VERT(TL):0.001 A 999 240 HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.016 Max BC CSI:0.013 Max Web CSI:0.015 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A11 Ply: 1 Qty:1 SEQN:288346 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T19 DrwNo:349.21.0818.56463 CAT /SLS 12/15/2021 2'7-5/8" 1'3-13/16" 1'3-13/16" 2'7-5/8" 1'3-13/16" 1'3-13/16" 1'3-13/16" 2'7-5/8" 1'3-13/16" 0-1/4"1'6-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*89 /-/-/49 /-/12 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " 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/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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 A 999 360 VERT(TL):0.001 A 999 240 HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.016 Max BC CSI:0.013 Max Web CSI:0.015 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A11 Ply: 1 Qty:1 SEQN:288346 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T19 DrwNo:349.21.0818.56463 CAT /SLS 12/15/2021 2'7-5/8" 1'3-13/16" 1'3-13/16" 2'7-5/8" 1'3-13/16" 1'3-13/16" 1'3-13/16" 2'7-5/8" 1'3-13/16" 0-1/4"1'6-11/16"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Refer to DWG PB115101217 for piggyback details. Fasten rated sheathing to one face of this truss.Applies only at the Gable ends. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 3 /-/-/67 /60 /64 B*142 /-/-/79 /12 /- E 3 /-/-/12 /5 /- Wind reactions based on MWFRS A Brg Wid = 4.6 Min Req =1.5 B Brg Wid = 35.6 Min Req =- E Brg Wid = 4.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 C 999 240 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.048 Max BC CSI:0.013 Max Web CSI:0.011 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A12 Ply: 1 Qty:2 SEQN:288349 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T44 DrwNo:349.21.0819.08923 CAT /SLS 12/15/2021 6-3/16"2'11-9/16"6-3/16" 6-3/16" 6-3/16" 2' 1'5-13/16" 3'5-13/16" 1'5-13/16" 4' 6-3/16" 6-3/16" 6-3/16" 2' 1'5-13/16" 3'5-13/16" 1'5-13/16" 4' 6-3/16"2'2-3/8"1-5/8"2'4"A B C D E 14 12 4X4 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X6(A1) except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Refer to DWG PB115101217 for piggyback details. Fasten rated sheathing to one face of this truss.Applies only at the Gable ends. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 3 /-/-/67 /60 /64 B*142 /-/-/79 /12 /- E 3 /-/-/12 /5 /- Wind reactions based on MWFRS A Brg Wid = 4.6 Min Req =1.5 B Brg Wid = 35.6 Min Req =- E Brg Wid = 4.6 Min Req =1.5 Bearings A, B, & E are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 B 999 360 VERT(TL):0.000 C 999 240 HORZ(LL):0.000 D - - HORZ(TL):0.001 D - - Creep Factor: 2.0 Max TC CSI:0.048 Max BC CSI:0.013 Max Web CSI:0.011 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A12 Ply: 1 Qty:2 SEQN:288349 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T44 DrwNo:349.21.0819.08923 CAT /SLS 12/15/2021 6-3/16"2'11-9/16"6-3/16" 6-3/16" 6-3/16" 2' 1'5-13/16" 3'5-13/16" 1'5-13/16" 4' 6-3/16" 6-3/16" 6-3/16" 2' 1'5-13/16" 3'5-13/16" 1'5-13/16" 4' 6-3/16"2'2-3/8"1-5/8"2'4"A B C D E 14 12 4X4 2X3 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1; Bot chord: ; Lumber value set "13B" uses design values approved1/30/2013 by ALSC 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Shim all supports to solid bearing. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 195 /-/-/111 /9 /64 C 195 /-/-/111 /9 /- Wind reactions based on MWFRS A Brg Wid = 4.6 Min Req =1.5 C Brg Wid = 4.6 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.042 B 999 360 VERT(TL):0.160 B 271 240 HORZ(LL):0.049 B - - HORZ(TL):0.186 B - - Creep Factor: 2.0 Max TC CSI:0.312 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A13 Ply: 1 Qty:10 SEQN:288205 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T41 DrwNo:349.21.0819.43320 CAT /SLS 12/15/2021 4' 4-5/8" 4-5/8" 6-3/16" 1-5/8" 2' 1'5-13/16" 4' 2' 4-5/8" 4-5/8" 4' 3'7-3/8"2'4"A B C 14 12 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #1; Bot chord: ; Lumber value set "13B" uses design values approved1/30/2013 by ALSC 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. Shim all supports to solid bearing. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 195 /-/-/111 /9 /64 C 195 /-/-/111 /9 /- Wind reactions based on MWFRS A Brg Wid = 4.6 Min Req =1.5 C Brg Wid = 4.6 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.042 B 999 360 VERT(TL):0.160 B 271 240 HORZ(LL):0.049 B - - HORZ(TL):0.186 B - - Creep Factor: 2.0 Max TC CSI:0.312 Max BC CSI:0.000 Max Web CSI:0.000 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:A13 Ply: 1 Qty:10 SEQN:288205 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T41 DrwNo:349.21.0819.43320 CAT /SLS 12/15/2021 4' 4-5/8" 4-5/8" 6-3/16" 1-5/8" 2' 1'5-13/16" 4' 2' 4-5/8" 4-5/8" 4' 3'7-3/8"2'4"A B C 14 12 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. 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 48 7.79 11.79Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. 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. Shim all supports to solid bearing. Truss has been designed for vertical in-plane loadsonly. Any lateral/horizontal wind loads shall betransferred into the roof and ceiling diaphragms.Connection and design of these systems is theresponsibility of the Building Designer in accordance with ANSI/TPI 1. Fasten rated sheathing to one face of this truss. Applies only at the Gable ends. The building engineer and/or architect of record shall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BI 73 /-/-/346 /298 /271 BI*115 /-/-/65 /2 /- T 32 /-/-/163 /143 /- Wind reactions based on MWFRS BI Brg Wid = 3.5 Min Req =1.5 BI Brg Wid = 227 Min Req =- T Brg Wid = 3.0 Min Req =1.5 Bearings BI, BI, & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 362 -382 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -BI 385 -413 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.015 S 98 360 VERT(TL):0.030 S 47 240 HORZ(LL):0.046 N - - HORZ(TL):0.094 N - - Creep Factor: 2.0 Max TC CSI:0.128 Max BC CSI:0.210 Max Web CSI:0.253 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:B1 Ply: 1 Qty:1 SEQN:288355 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T43 DrwNo:349.21.0822.14620 CAT /SLS 12/15/2021 3-13/16"18'11-3/8"3-13/16" 5-1/2" 1'4"(TYP) 3-3/4" 7'9-1/2" 7'9-1/2" 11'9-1/2" 4' 19'7" 7'9-1/2" 3-1/2" 3-1/2" 3-13/16" 0-5/16" 9'9-1/2" 9'5-11/16" 19'3-1/2" 9'6" 19'7" 3-1/2" 1'0-7/8"7'11"10'1-15/16"A H J L S T AM AN BI 14 12 10 12 2X6 2X6 3X5 4X12 3X5 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. 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 48 7.79 11.79Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. 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. Shim all supports to solid bearing. Truss has been designed for vertical in-plane loadsonly. Any lateral/horizontal wind loads shall betransferred into the roof and ceiling diaphragms.Connection and design of these systems is theresponsibility of the Building Designer in accordance with ANSI/TPI 1. Fasten rated sheathing to one face of this truss. Applies only at the Gable ends. The building engineer and/or architect of record shall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BI 73 /-/-/346 /298 /271 BI*115 /-/-/65 /2 /- T 32 /-/-/163 /143 /- Wind reactions based on MWFRS BI Brg Wid = 3.5 Min Req =1.5 BI Brg Wid = 227 Min Req =- T Brg Wid = 3.0 Min Req =1.5 Bearings BI, BI, & T are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - H 362 -382 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A -BI 385 -413 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.015 S 98 360 VERT(TL):0.030 S 47 240 HORZ(LL):0.046 N - - HORZ(TL):0.094 N - - Creep Factor: 2.0 Max TC CSI:0.128 Max BC CSI:0.210 Max Web CSI:0.253 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:B1 Ply: 1 Qty:1 SEQN:288355 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T43 DrwNo:349.21.0822.14620 CAT /SLS 12/15/2021 3-13/16"18'11-3/8"3-13/16" 5-1/2" 1'4"(TYP) 3-3/4" 7'9-1/2" 7'9-1/2" 11'9-1/2" 4' 19'7" 7'9-1/2" 3-1/2" 3-1/2" 3-13/16" 0-5/16" 9'9-1/2" 9'5-11/16" 19'3-1/2" 9'6" 19'7" 3-1/2" 1'0-7/8"7'11"10'1-15/16"A H J L S T AM AN BI 14 12 10 12 2X6 2X6 3X5 4X12 3X5 2X6 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 44 7.79 11.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 948 /-/-/591 /-/241 H 948 /-/-/591 /-/- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req =1.5 H Brg Wid = - Bearing N 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 -2161 B - C 0 -2067 C - D 0 -2360 Chords Tens.Comp. D - E 0 -2360 E - F 0 -2067 F - G 0 -2161 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 1798 -213 L - K 1642 -56 Chords Tens.Comp. K - J 1642 0 J - I 1798 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 20 -874A - M 1597 0 C - K 1504 0 Webs Tens.Comp. K - E 1504 -29I - G 1597 0 H - G 20 -874 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.111 K 999 360 VERT(TL):0.425 K 549 240 HORZ(LL):0.208 H - - HORZ(TL):0.797 H - - Creep Factor: 2.0 Max TC CSI:0.972 Max BC CSI:0.486 Max Web CSI:0.661 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:B2 Ply: 1 Qty:8 SEQN:288358 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T42 DrwNo:349.21.0822.35263 CAT /SLS 12/15/2021 19'7" 3'10-3/4" 3'10-3/4" 7'9-1/2" 3'10-3/4" 9'9-1/2" 2' 11'9-1/2" 2' 15'8-1/4" 3'10-3/4" 19'7" 3'10-3/4" 3-1/2" 3-1/2" 3'10-3/4" 3'7-1/4" 7'9-1/2" 3'10-3/4" 9'9-1/2" 2' 11'9-1/2" 2' 15'8-1/4" 3'10-3/4" 19'3-1/2" 3'7-1/4" 19'7" 3-1/2" 1'0-7/8"7'11"10'1-15/16"A B C D E F G H I J K L M N 14 12 10 12 4X5 3X3 4X7 3X5 3X5 4X10 2X3 6X8 4X10 3X5 3X5 4X7 3X3 4X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 44 7.79 11.79Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Hangers / Ties (J) Hanger Support Required, by others Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 948 /-/-/591 /-/241 H 948 /-/-/591 /-/- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req =1.5 H Brg Wid = - Bearing N 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 -2161 B - C 0 -2067 C - D 0 -2360 Chords Tens.Comp. D - E 0 -2360 E - F 0 -2067 F - G 0 -2161 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. M - L 1798 -213 L - K 1642 -56 Chords Tens.Comp. K - J 1642 0 J - I 1798 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 20 -874A - M 1597 0 C - K 1504 0 Webs Tens.Comp. K - E 1504 -29I - G 1597 0 H - G 20 -874 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.88 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: varies Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.111 K 999 360 VERT(TL):0.425 K 549 240 HORZ(LL):0.208 H - - HORZ(TL):0.797 H - - Creep Factor: 2.0 Max TC CSI:0.972 Max BC CSI:0.486 Max Web CSI:0.661 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:B2 Ply: 1 Qty:8 SEQN:288358 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T42 DrwNo:349.21.0822.35263 CAT /SLS 12/15/2021 19'7" 3'10-3/4" 3'10-3/4" 7'9-1/2" 3'10-3/4" 9'9-1/2" 2' 11'9-1/2" 2' 15'8-1/4" 3'10-3/4" 19'7" 3'10-3/4" 3-1/2" 3-1/2" 3'10-3/4" 3'7-1/4" 7'9-1/2" 3'10-3/4" 9'9-1/2" 2' 11'9-1/2" 2' 15'8-1/4" 3'10-3/4" 19'3-1/2" 3'7-1/4" 19'7" 3-1/2" 1'0-7/8"7'11"10'1-15/16"A B C D E F G H I J K L M N 14 12 10 12 4X5 3X3 4X7 3X5 3X5 4X10 2X3 6X8 4X10 3X5 3X5 4X7 3X3 4X5 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. 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*122 /-/-/64 /18 /21 Wind reactions based on MWFRS X Brg Wid = 143 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - S 0 -522 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 G 999 360 VERT(TL):0.006 G 999 240 HORZ(LL):0.034 G - - HORZ(TL):0.063 G - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.081 Max Web CSI:0.547 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:C1 Ply: 1 Qty:1 SEQN:288361 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T7 DrwNo:349.21.0822.49807 CAT /SLS 12/15/2021 11'11" 7-1/2" 1'4"(TYP) 5-3/4" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2" 11'11" 11'11"10-1/2"10-1/2" 1'0-7/8"8'0-5/16"8'5-1/16"A B G L M N S X 14 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. 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*122 /-/-/64 /18 /21 Wind reactions based on MWFRS X Brg Wid = 143 Min Req =- Bearing X is a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. G - S 0 -522 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.005 G 999 360 VERT(TL):0.006 G 999 240 HORZ(LL):0.034 G - - HORZ(TL):0.063 G - - Creep Factor: 2.0 Max TC CSI:0.099 Max BC CSI:0.081 Max Web CSI:0.547 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:C1 Ply: 1 Qty:1 SEQN:288361 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T7 DrwNo:349.21.0822.49807 CAT /SLS 12/15/2021 11'11" 7-1/2" 1'4"(TYP) 5-3/4" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2" 11'11" 11'11"10-1/2"10-1/2" 1'0-7/8"8'0-5/16"8'5-1/16"A B G L M N S X 14 12 3X3 2X6 4X4 3X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 608 /-/-/364 /18 /227 F 608 /-/-/364 /18 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req =1.5 F Brg Wid = 3.5 Min Req =1.5 Bearings H & 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 111 -520 Chords Tens.Comp. C - D 111 -520 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 113 -560 Webs Tens.Comp. D - F 113 -560 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 G 999 360 VERT(TL):0.017 G 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.551 Max BC CSI:0.323 Max Web CSI:0.172 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:C2 Ply: 1 Qty:1 SEQN:288364 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T4 DrwNo:349.21.0822.52470 CAT /SLS 12/15/2021 11'11" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2"10-1/2"10-1/2" 1'0-7/8"8'0-5/16"8'5-1/16"A B C D E FGH 14 12 3X5 2X6 4X7 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H 608 /-/-/364 /18 /227 F 608 /-/-/364 /18 /- Wind reactions based on MWFRS H Brg Wid = 3.5 Min Req =1.5 F Brg Wid = 3.5 Min Req =1.5 Bearings H & 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 111 -520 Chords Tens.Comp. C - D 111 -520 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - H 113 -560 Webs Tens.Comp. D - F 113 -560 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 G 999 360 VERT(TL):0.017 G 999 240 HORZ(LL):0.003 C - - HORZ(TL):0.006 C - - Creep Factor: 2.0 Max TC CSI:0.551 Max BC CSI:0.323 Max Web CSI:0.172 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:C2 Ply: 1 Qty:1 SEQN:288364 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T4 DrwNo:349.21.0822.52470 CAT /SLS 12/15/2021 11'11" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2" 5'11-1/2" 5'11-1/2" 11'11" 5'11-1/2"10-1/2"10-1/2" 1'0-7/8"8'0-5/16"8'5-1/16"A B C D E FGH 14 12 3X5 2X6 4X7 3X7 3X5 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*133 /-/-/65 /27 /23 N /-110 M /-110 Wind reactions based on MWFRS L Brg Wid = 123 Min Req =- Bearing O is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - F 189 -447 Chords Tens.Comp. F - I 189 -447 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 392 -839 B - N 634 -393 N - P 148 -398 Webs Tens.Comp. V - M 148 -398 M - J 641 -400 J - L 402 -839 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 5.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 E 999 360 VERT(TL):0.091 E 999 240 HORZ(LL):-0.029 G - - HORZ(TL):-0.076 C - - Creep Factor: 2.0 Max TC CSI:0.286 Max BC CSI:0.424 Max Web CSI:0.395 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D1 Ply: 1 Qty:1 SEQN:288367 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T1 DrwNo:349.21.0823.37610 CAT /SLS 12/15/2021 7'8-1/2"3'4-1/2"10'4" 2'6"1'4"(TYP) 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2" 1'2" 1'2" 9'2" 8' 10'4" 1'2"10-1/2" 10-1/2"4'4-1/4"1'3-3/4"7'8-1/2"1'3-3/4"10'4-5/8"5'1-3/4"A B C F I J K L MN O P V 14 12 3X5 2X6 3X5 3X3 4X4 3X3 3X5 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L*133 /-/-/65 /27 /23 N /-110 M /-110 Wind reactions based on MWFRS L Brg Wid = 123 Min Req =- Bearing O is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - F 189 -447 Chords Tens.Comp. F - I 189 -447 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - O 392 -839 B - N 634 -393 N - P 148 -398 Webs Tens.Comp. V - M 148 -398 M - J 641 -400 J - L 402 -839 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 5.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.022 E 999 360 VERT(TL):0.091 E 999 240 HORZ(LL):-0.029 G - - HORZ(TL):-0.076 C - - Creep Factor: 2.0 Max TC CSI:0.286 Max BC CSI:0.424 Max Web CSI:0.395 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D1 Ply: 1 Qty:1 SEQN:288367 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T1 DrwNo:349.21.0823.37610 CAT /SLS 12/15/2021 7'8-1/2"3'4-1/2"10'4" 2'6"1'4"(TYP) 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2" 1'2" 1'2" 9'2" 8' 10'4" 1'2"10-1/2" 10-1/2"4'4-1/4"1'3-3/4"7'8-1/2"1'3-3/4"10'4-5/8"5'1-3/4"A B C F I J K L MN O P V 14 12 3X5 2X6 3X5 3X3 4X4 3X3 3X5 3X5 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. 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 H*104 /-/-/61 /7 /20 Wind reactions based on MWFRS H Brg Wid = 123 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 320 -402 Webs Tens.Comp. F - H 349 -431 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.004 D 999 240 HORZ(LL):-0.008 C - - HORZ(TL):-0.014 C - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.125 Max Web CSI:0.222 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D2 Ply: 1 Qty:1 SEQN:288371 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T46 DrwNo:349.21.0823.48317 CAT /SLS 12/15/2021 W4 10'4" 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2" 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2"10-1/2" 10-1/2"3'0-3/4"9'1-1/8"(a) A B C D E F G H IJK L 14 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. 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 H*104 /-/-/61 /7 /20 Wind reactions based on MWFRS H Brg Wid = 123 Min Req =- Bearing L is a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - L 320 -402 Webs Tens.Comp. F - H 349 -431 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.004 D 999 240 HORZ(LL):-0.008 C - - HORZ(TL):-0.014 C - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.125 Max Web CSI:0.222 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D2 Ply: 1 Qty:1 SEQN:288371 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T46 DrwNo:349.21.0823.48317 CAT /SLS 12/15/2021 W4 10'4" 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2" 1'2" 1'2" 5'2" 4' 9'2" 4' 10'4" 1'2"10-1/2" 10-1/2"3'0-3/4"9'1-1/8"(a) A B C D E F G H IJK L 14 12 3X5 2X6 3X5 2X3 4X4 2X3 2X3 3X5 3X5 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*104 /-/-/61 /7 /20 Wind reactions based on MWFRS H Brg Wid = 123 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 E 999 360 VERT(TL):0.008 E 999 240 HORZ(LL):0.107 D - - HORZ(TL):0.200 D - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.115 Max Web CSI:0.366 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D3 Ply: 1 Qty:1 SEQN:288374 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T47 DrwNo:349.21.0823.51587 CAT /SLS 12/15/2021 10'4" 1'2" 4'(TYP) 1'0-1/4" 5'2" 5'2" 10'4" 5'2" 10'4" 10'4"10-1/2"10-1/2"1'8-3/4"7'9-1/8"A B C D E F G H IJK L 14 12 3X3 2X6 2X3 2X3 4X4 2X3 2X3 2X3 3X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL H*104 /-/-/61 /7 /20 Wind reactions based on MWFRS H Brg Wid = 123 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.24 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 E 999 360 VERT(TL):0.008 E 999 240 HORZ(LL):0.107 D - - HORZ(TL):0.200 D - - Creep Factor: 2.0 Max TC CSI:0.265 Max BC CSI:0.115 Max Web CSI:0.366 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D3 Ply: 1 Qty:1 SEQN:288374 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T47 DrwNo:349.21.0823.51587 CAT /SLS 12/15/2021 10'4" 1'2" 4'(TYP) 1'0-1/4" 5'2" 5'2" 10'4" 5'2" 10'4" 10'4"10-1/2"10-1/2"1'8-3/4"7'9-1/8"A B C D E F G H IJK L 14 12 3X3 2X6 2X3 2X3 4X4 2X3 2X3 2X3 3X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. End verticals not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*91 /-/-/54 /2 /16 Wind reactions based on MWFRS C Brg Wid = 123 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 250 -450 Chords Tens.Comp. B - C 250 -450 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.75 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 A 999 360 VERT(TL):0.009 C 999 240 HORZ(LL):0.005 A - - HORZ(TL):0.017 A - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.332 Max Web CSI:0.180 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D4 Ply: 1 Qty:1 SEQN:288377 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T60 DrwNo:349.21.0824.01223 CAT /SLS 12/15/2021 10'4" 5'2" 5'2" 10'4" 5'2" 5'2" 5'2" 10'4" 5'2" 4-3/4"6'5-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. 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 C*91 /-/-/54 /2 /16 Wind reactions based on MWFRS C Brg Wid = 123 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 250 -450 Chords Tens.Comp. B - C 250 -450 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.75 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 A 999 360 VERT(TL):0.009 C 999 240 HORZ(LL):0.005 A - - HORZ(TL):0.017 A - - Creep Factor: 2.0 Max TC CSI:0.492 Max BC CSI:0.332 Max Web CSI:0.180 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D4 Ply: 1 Qty:1 SEQN:288377 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T60 DrwNo:349.21.0824.01223 CAT /SLS 12/15/2021 10'4" 5'2" 5'2" 10'4" 5'2" 5'2" 5'2" 10'4" 5'2" 4-3/4"6'5-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/53 /1 /15 Wind reactions based on MWFRS C Brg Wid = 104 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 146 -391 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.37 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 C 999 360 VERT(TL):0.022 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.016 C - - Creep Factor: 2.0 Max TC CSI:0.289 Max BC CSI:0.244 Max Web CSI:0.173 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D5 Ply: 1 Qty:1 SEQN:288380 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T49 DrwNo:349.21.0824.05487 CAT /SLS 12/15/2021 8'8-5/16" 4'4-3/16" 4'4-3/16" 8'8-5/16" 4'4-3/16" 4'4-3/16" 4'4-3/16" 8'8-5/16" 4'4-3/16" 0-1/4"5'1-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/53 /1 /15 Wind reactions based on MWFRS C Brg Wid = 104 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 146 -391 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.37 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.006 C 999 360 VERT(TL):0.022 C 999 240 HORZ(LL):-0.005 C - - HORZ(TL):-0.016 C - - Creep Factor: 2.0 Max TC CSI:0.289 Max BC CSI:0.244 Max Web CSI:0.173 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D5 Ply: 1 Qty:1 SEQN:288380 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T49 DrwNo:349.21.0824.05487 CAT /SLS 12/15/2021 8'8-5/16" 4'4-3/16" 4'4-3/16" 8'8-5/16" 4'4-3/16" 4'4-3/16" 4'4-3/16" 8'8-5/16" 4'4-3/16" 0-1/4"5'1-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /1 /14 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 360 VERT(TL):0.009 C 999 240 HORZ(LL):-0.002 C - - HORZ(TL):-0.007 C - - Creep Factor: 2.0 Max TC CSI:0.143 Max BC CSI:0.120 Max Web CSI:0.068 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D6 Ply: 1 Qty:1 SEQN:288383 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T50 DrwNo:349.21.0824.08733 CAT /SLS 12/15/2021 6'4-7/8" 3'2-7/16" 3'2-7/16" 6'4-7/8" 3'2-7/16" 3'2-7/16" 3'2-7/16" 6'4-7/8" 3'2-7/16" 0-1/4"3'9-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/52 /1 /14 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.03 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 C 999 360 VERT(TL):0.009 C 999 240 HORZ(LL):-0.002 C - - HORZ(TL):-0.007 C - - Creep Factor: 2.0 Max TC CSI:0.143 Max BC CSI:0.120 Max Web CSI:0.068 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D6 Ply: 1 Qty:1 SEQN:288383 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T50 DrwNo:349.21.0824.08733 CAT /SLS 12/15/2021 6'4-7/8" 3'2-7/16" 3'2-7/16" 6'4-7/8" 3'2-7/16" 3'2-7/16" 3'2-7/16" 6'4-7/8" 3'2-7/16" 0-1/4"3'9-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/51 /0 /13 Wind reactions based on MWFRS C Brg Wid = 49.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.70 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.040 Max Web CSI:0.028 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D7 Ply: 1 Qty:1 SEQN:288386 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T51 DrwNo:349.21.0824.46293 CAT /SLS 12/15/2021 4'1-1/2" 2'0-3/4" 2'0-3/4" 4'1-1/2" 2'0-3/4" 2'0-3/4" 2'0-3/4" 4'1-1/2" 2'0-3/4" 0-1/4"2'5-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*90 /-/-/51 /0 /13 Wind reactions based on MWFRS C Brg Wid = 49.5 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.70 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 C 999 360 VERT(TL):0.002 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.002 C - - Creep Factor: 2.0 Max TC CSI:0.050 Max BC CSI:0.040 Max Web CSI:0.028 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D7 Ply: 1 Qty:1 SEQN:288386 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T51 DrwNo:349.21.0824.46293 CAT /SLS 12/15/2021 4'1-1/2" 2'0-3/4" 2'0-3/4" 4'1-1/2" 2'0-3/4" 2'0-3/4" 2'0-3/4" 4'1-1/2" 2'0-3/4" 0-1/4"2'5-1/8"A B C D 14 12 3X5(D1) 4X4 2X3 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*88 /-/-/47 /-/10 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.37 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.001 C 999 240 HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.013 Max BC CSI:0.022 Max Web CSI:0.000 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D8 Ply: 1 Qty:1 SEQN:288389 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T52 DrwNo:349.21.0824.48720 CAT /SLS 12/15/2021 1'10-1/16" 11" 11" 1'10-1/16" 11" 1'10-1/16" 1'10-1/16" 0-1/4"1'1-1/8"A B C 14 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*88 /-/-/47 /-/10 Wind reactions based on MWFRS C Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 21.37 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: 0.63 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.001 C 999 240 HORZ(LL):-0.000 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.013 Max BC CSI:0.022 Max Web CSI:0.000 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:D8 Ply: 1 Qty:1 SEQN:288389 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T52 DrwNo:349.21.0824.48720 CAT /SLS 12/15/2021 1'10-1/16" 11" 11" 1'10-1/16" 11" 1'10-1/16" 1'10-1/16" 0-1/4"1'1-1/8"A B C 14 12 3X5(D1) 3X5 3X5(D1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; M1,M2,M3,M4,M5,M6,M7,M8,M9,M35,M36,M37,M38,M39,M40,M41,M42,M43 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "L" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X6 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 13.96 45.33Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*110 /-/-/61 /1 /14 CB*138 /-/-/53 /-/- BL*110 /-/-/61 /2 /- Wind reactions based on MWFRS A Brg Wid = 231 Min Req =- CB Brg Wid = 240 Min Req =- BL Brg Wid = 240 Min Req =- Bearings A, CB, & BL are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.93 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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 X 999 360 VERT(TL):0.005 X 999 240 HORZ(LL):0.003 AQ - - HORZ(TL):0.006 AN - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.017 Max Web CSI:0.087 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E1 Ply: 1 Qty:1 SEQN:288100 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T10 DrwNo:349.21.0825.51043 CAT /SLS 12/15/2021 M1M2M3 M4M5 M6 M7 M8 M9 M35 M36 M37 M38 M39 M40 M41 M42 M43 19'3-1/2"20'20' 1'7-3/4" 1'4" (TYP) 13'11-1/2" 13'11-1/2" 45'4" 31'4-1/2" 59'3-1/2" 13'11-1/2" 59'3-1/2" 59'3-1/2"10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) A L Z AK AV AW BLCB 8 12 4X5(A1) 5X6 2X6(**)5X6 5X7 2X6(**)5X6 5X6 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; M1,M2,M3,M4,M5,M6,M7,M8,M9,M35,M36,M37,M38,M39,M40,M41,M42,M43 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "L" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X6 except as noted. (**) 2 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 13.96 45.33Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A*110 /-/-/61 /1 /14 CB*138 /-/-/53 /-/- BL*110 /-/-/61 /2 /- Wind reactions based on MWFRS A Brg Wid = 231 Min Req =- CB Brg Wid = 240 Min Req =- BL Brg Wid = 240 Min Req =- Bearings A, CB, & BL are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.93 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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 X 999 360 VERT(TL):0.005 X 999 240 HORZ(LL):0.003 AQ - - HORZ(TL):0.006 AN - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.017 Max Web CSI:0.087 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E1 Ply: 1 Qty:1 SEQN:288100 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T10 DrwNo:349.21.0825.51043 CAT /SLS 12/15/2021 M1M2M3 M4M5 M6 M7 M8 M9 M35 M36 M37 M38 M39 M40 M41 M42 M43 19'3-1/2"20'20' 1'7-3/4" 1'4" (TYP) 13'11-1/2" 13'11-1/2" 45'4" 31'4-1/2" 59'3-1/2" 13'11-1/2" 59'3-1/2" 59'3-1/2"10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) A L Z AK AV AW BLCB 8 12 4X5(A1) 5X6 2X6(**)5X6 5X7 2X6(**)5X6 5X6 4X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E1 Ply: 1 Qty:1 SEQN:288100 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T10 DrwNo:349.21.0825.51043 CAT /SLS 12/15/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E1 Ply: 1 Qty:1 SEQN:288100 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T10 DrwNo:349.21.0825.51043 CAT /SLS 12/15/2021 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W14 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 69 13.96 45.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1634 /-/-/1035 /-/247 N 3207 /-/-/1859 /-/- J 431 /-109 /-/230 /116 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- N Brg Wid = 3.5 Min Req =3.4 J Brg Wid = 3.0 Bearings N & 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 19 -2519 B - C 0 -2038 C - D 0 -1683 D - E 0 -1243 E - F 0 -1243 Chords Tens.Comp. F - G 0 -1243 G - H 913 0 H - I 866 0 I - J 480 -362 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - U 2014 0 U - T 2013 0 T - S 1575 0 Chords Tens.Comp. S - R 1575 0 R - Q 1681 0 N - M 101 -654 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - T 226 -501 T - C 511 -83 D - Q 0 -706 E - Q 0 -483 Q - G 1558 0 Webs Tens.Comp. G - N 0 -2179 N - H 14 -1188 H - M 390 -96 M - I 227 -656 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.93 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.071 R 999 360 VERT(TL):0.242 R 999 240 HORZ(LL):0.025 B - - HORZ(TL):0.083 B - - Creep Factor: 2.0 Max TC CSI:0.975 Max BC CSI:0.292 Max Web CSI:0.883 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E2 Ply: 1 Qty:6 SEQN:288095 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T27 DrwNo:349.21.0826.26377 CAT /SLS 12/15/2021 W1 W14 43'1-3/4"16'1-1/2" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'8-3/4" 7'9-1/4" 29'7-3/4" 7'11" 37'6-3/4" 7'11" 45'4" 7'9-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'8-3/4" 7'9-1/4" 29'7-3/4" 7'11" 37'6-3/4" 7'11" 43'1-3/4" 5'7" 45'4" 2'2-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a) (a)(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOPQRSTU 8 12 4X5(A1)2X6 3X5 3X5 6X8 5X6 3X5 3X5 2X6 4X10 5X7 4X10 2X6 5X6 4X5 6X8 3X5 3X5 2X6 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W14 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 69 13.96 45.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 1634 /-/-/1035 /-/247 N 3207 /-/-/1859 /-/- J 431 /-109 /-/230 /116 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- N Brg Wid = 3.5 Min Req =3.4 J Brg Wid = 3.0 Bearings N & 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 19 -2519 B - C 0 -2038 C - D 0 -1683 D - E 0 -1243 E - F 0 -1243 Chords Tens.Comp. F - G 0 -1243 G - H 913 0 H - I 866 0 I - J 480 -362 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. A - U 2014 0 U - T 2013 0 T - S 1575 0 Chords Tens.Comp. S - R 1575 0 R - Q 1681 0 N - M 101 -654 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. B - T 226 -501 T - C 511 -83 D - Q 0 -706 E - Q 0 -483 Q - G 1558 0 Webs Tens.Comp. G - N 0 -2179 N - H 14 -1188 H - M 390 -96 M - I 227 -656 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.93 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.071 R 999 360 VERT(TL):0.242 R 999 240 HORZ(LL):0.025 B - - HORZ(TL):0.083 B - - Creep Factor: 2.0 Max TC CSI:0.975 Max BC CSI:0.292 Max Web CSI:0.883 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E2 Ply: 1 Qty:6 SEQN:288095 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T27 DrwNo:349.21.0826.26377 CAT /SLS 12/15/2021 W1 W14 43'1-3/4"16'1-1/2" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'8-3/4" 7'9-1/4" 29'7-3/4" 7'11" 37'6-3/4" 7'11" 45'4" 7'9-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'8-3/4" 7'9-1/4" 29'7-3/4" 7'11" 37'6-3/4" 7'11" 43'1-3/4" 5'7" 45'4" 2'2-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a) (a)(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOPQRSTU 8 12 4X5(A1)2X6 3X5 3X5 6X8 5X6 3X5 3X5 2X6 4X10 5X7 4X10 2X6 5X6 4X5 6X8 3X5 3X5 2X6 4X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W14 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 75 13.96 45.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 277 /-/-/155 /30 /247 U 1690 /-/-/1162 /-/- N 2708 /-/-/1624 /-/- J 525 /-/-/315 /103 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- U Brg Wid = 3.5 Min Req =1.6 N Brg Wid = 3.5 Min Req =2.8 J Brg Wid = 3.0 Bearings U, N, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. B - C 0 -1190 C - D 0 -1249 D - E 0 -1143 E - F 0 -1143 Chords Tens.Comp. F - G 0 -1143 G - H 614 0 H - I 542 0 I - J 204 -526 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 887 0 S - R 887 0 R - Q 1259 0 Q - P 581 0 Chords Tens.Comp. P - O 581 0 O - N 581 0 N - M 93 -384 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - B 0 -1512 B - T 971 0 T - C 0 -375 C - R 601 0 E - Q 0 -414 Webs Tens.Comp. Q - G 926 0 G - N 0 -1885 N - H 0 -1057 M - I 182 -648 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 5.93 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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):0.046 E 999 360 VERT(TL):0.155 E 999 240 HORZ(LL):0.013 C - - HORZ(TL):0.044 C - - Creep Factor: 2.0 Max TC CSI:0.893 Max BC CSI:0.213 Max Web CSI:0.894 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E3 Ply: 1 Qty:3 SEQN:288105 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T30 DrwNo:349.21.0826.33817 CAT /SLS 12/15/2021 W1 W14 6'6-1/4"36'7-1/2"16'1-1/2" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'2-3/16" 7'2-11/16" 28'6-5/8" 7'4-7/16" 35'11-1/16" 7'4-7/16" 45'4" 9'4-15/16" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'2-3/16" 7'2-11/16" 28'6-5/8" 7'4-7/16" 35'11-1/16" 7'4-7/16" 43'1-3/4" 7'2-11/16" 45'4" 2'2-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a)(a)(a)(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOPQRSTU 8 12 4X5(A1)2X6 4X5 3X5 6X8 5X6 3X5 3X5 2X6 4X8 5X7 4X8 2X6 5X6 4X4 6X8 3X5 3X5 2X6 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W14 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft) TC 75 13.96 45.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 277 /-/-/155 /30 /247 U 1690 /-/-/1162 /-/- N 2708 /-/-/1624 /-/- J 525 /-/-/315 /103 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- U Brg Wid = 3.5 Min Req =1.6 N Brg Wid = 3.5 Min Req =2.8 J Brg Wid = 3.0 Bearings U, N, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs)Chords Tens.Comp. B - C 0 -1190 C - D 0 -1249 D - E 0 -1143 E - F 0 -1143 Chords Tens.Comp. F - G 0 -1143 G - H 614 0 H - I 542 0 I - J 204 -526 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. T - S 887 0 S - R 887 0 R - Q 1259 0 Q - P 581 0 Chords Tens.Comp. P - O 581 0 O - N 581 0 N - M 93 -384 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. U - B 0 -1512 B - T 971 0 T - C 0 -375 C - R 601 0 E - Q 0 -414 Webs Tens.Comp. Q - G 926 0 G - N 0 -1885 N - H 0 -1057 M - I 182 -648 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 5.93 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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):0.046 E 999 360 VERT(TL):0.155 E 999 240 HORZ(LL):0.013 C - - HORZ(TL):0.044 C - - Creep Factor: 2.0 Max TC CSI:0.893 Max BC CSI:0.213 Max Web CSI:0.894 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E3 Ply: 1 Qty:3 SEQN:288105 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T30 DrwNo:349.21.0826.33817 CAT /SLS 12/15/2021 W1 W14 6'6-1/4"36'7-1/2"16'1-1/2" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'2-3/16" 7'2-11/16" 28'6-5/8" 7'4-7/16" 35'11-1/16" 7'4-7/16" 45'4" 9'4-15/16" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21'2-3/16" 7'2-11/16" 28'6-5/8" 7'4-7/16" 35'11-1/16" 7'4-7/16" 43'1-3/4" 7'2-11/16" 45'4" 2'2-1/4" 52'9-1/4" 7'5-1/4" 59'3-1/2" 6'6-1/4" 10-1/2" 6-7/8"9'10-9/16"10'5-1/4"(a)(a)(a)(a) (a) (a) (a) (a) A B C D E F G H I J K LMNOPQRSTU 8 12 4X5(A1)2X6 4X5 3X5 6X8 5X6 3X5 3X5 2X6 4X8 5X7 4X8 2X6 5X6 4X4 6X8 3X5 3X5 2X6 4X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) Continuous lateral restraint equally spaced onmember. (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 42 13.96 43.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 353 /-/-/169 /-/139 R 1835 /-/-/1052 /55 /- I 1528 /-/-/760 /124 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- R Brg Wid = 3.5 Min Req =1.8 I Brg Wid = 3.0 Bearings R & 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 233 -1272 C - D 293 -1402 D - E 274 -1418 Chords Tens.Comp. E - F 274 -1418 F - G 274 -1418 G - H 179 -965 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 958 -236 O - N 1415 -296 Chords Tens.Comp. N - M 1415 -296 M - L 998 -187 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. R - B 346 -1662 B - P 1168 -132 P - C 106 -503 C - O 774 -97 O - D 110 -480 Webs Tens.Comp. M - G 709 -148 E - M 123 -433 G - L 264 -1083 L - H 1548 -285 H - I 569 -1839 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 E 999 360 VERT(TL):0.242 E 999 240 HORZ(LL):0.023 C - - HORZ(TL):0.073 C - - Creep Factor: 2.0 Max TC CSI:0.990 Max BC CSI:0.574 Max Web CSI:0.740 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E4 Ply: 1 Qty:2 SEQN:288394 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T26 DrwNo:349.21.0827.05460 CAT /SLS 12/15/2021 W1 6'6-1/4"36'5-3/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"4'6-7/8"5'10-9/16"9'10-9/16"(a)(a)(b)(a)(b) (c) A B C D E F G H I JKLMNOPQR 8 12 3X5(B2)3X8 2X3 3X7 3X53X5 5X6 3X5 3X5 3X7 2X3 3X7 3X7 3X5 4X5 4X8 2X62X6 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (c) Continuous lateral restraint equally spaced onmember. (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 42 13.96 43.00 Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 353 /-/-/169 /-/139 R 1835 /-/-/1052 /55 /- I 1528 /-/-/760 /124 /- Wind reactions based on MWFRS A Brg Wid = -Min Req =- R Brg Wid = 3.5 Min Req =1.8 I Brg Wid = 3.0 Bearings R & 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 233 -1272 C - D 293 -1402 D - E 274 -1418 Chords Tens.Comp. E - F 274 -1418 F - G 274 -1418 G - H 179 -965 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. P - O 958 -236 O - N 1415 -296 Chords Tens.Comp. N - M 1415 -296 M - L 998 -187 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. R - B 346 -1662 B - P 1168 -132 P - C 106 -503 C - O 774 -97 O - D 110 -480 Webs Tens.Comp. M - G 709 -148 E - M 123 -433 G - L 264 -1083 L - H 1548 -285 H - I 569 -1839 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 E 999 360 VERT(TL):0.242 E 999 240 HORZ(LL):0.023 C - - HORZ(TL):0.073 C - - Creep Factor: 2.0 Max TC CSI:0.990 Max BC CSI:0.574 Max Web CSI:0.740 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E4 Ply: 1 Qty:2 SEQN:288394 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T26 DrwNo:349.21.0827.05460 CAT /SLS 12/15/2021 W1 6'6-1/4"36'5-3/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"4'6-7/8"5'10-9/16"9'10-9/16"(a)(a)(b)(a)(b) (c) A B C D E F G H I JKLMNOPQR 8 12 3X5(B2)3X8 2X3 3X7 3X53X5 5X6 3X5 3X5 3X7 2X3 3X7 3X7 3X5 4X5 4X8 2X62X6 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (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 42 13.96 43.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind BUILDING DESIGNER SHALL BE RESPONSIBLE FORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 375 /-/-/179 /-/157 S 1883 /-/-/1198 /-/- J 1519 /-/-/906 /-/- Wind reactions based on MWFRS B Brg Wid = 3.0 Min Req =1.5 S Brg Wid = 3.5 Min Req =1.8 J Brg Wid = 3.0 Min Req =1.5 Bearings B, S, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1235 D - E 0 -1379 E - F 0 -1403 Chords Tens.Comp. F - G 0 -1403 G - H 0 -1403 H - I 0 -958 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 929 0 P - O 1393 0 Chords Tens.Comp. O - N 1393 0 N - M 990 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. S - C 0 -1717 C - Q 1194 0 Q - D 0 -516 D - P 778 0 P - E 0 -484 Webs Tens.Comp. N - H 697 0 F - N 0 -433 H - M 0 -1073 M - I 1535 0 I - J 122 -1831 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 F 999 360 VERT(TL):0.242 F 999 240 HORZ(LL):0.025 D - - HORZ(TL):0.078 D - - Creep Factor: 2.0 Max TC CSI:0.984 Max BC CSI:0.570 Max Web CSI:0.766 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E5 Ply: 1 Qty:4 SEQN:288397 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T29 DrwNo:349.21.0827.10383 CAT /SLS 12/15/2021 W1 2-1/2"6'3-3/4"36'5-3/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"10-1/2"4'6-7/8"5'10-9/16"9'10-9/16"10'2-7/8"(a)(a)(a)(a)(a) (a) A B C D E F G H I J KLMNOPQRS 8 12 3X5(B2)3X8 2X3 3X7 3X73X5 5X6 3X5 3X5 3X7 2X3 3X7 3X7 3X5 4X5 4X8 2X62X6 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes (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 42 13.96 43.00Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind BUILDING DESIGNER SHALL BE RESPONSIBLE FORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additional diagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 375 /-/-/179 /-/157 S 1883 /-/-/1198 /-/- J 1519 /-/-/906 /-/- Wind reactions based on MWFRS B Brg Wid = 3.0 Min Req =1.5 S Brg Wid = 3.5 Min Req =1.8 J Brg Wid = 3.0 Min Req =1.5 Bearings B, S, & J are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. C - D 0 -1235 D - E 0 -1379 E - F 0 -1403 Chords Tens.Comp. F - G 0 -1403 G - H 0 -1403 H - I 0 -958 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Q - P 929 0 P - O 1393 0 Chords Tens.Comp. O - N 1393 0 N - M 990 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. S - C 0 -1717 C - Q 1194 0 Q - D 0 -516 D - P 778 0 P - E 0 -484 Webs Tens.Comp. N - H 697 0 F - N 0 -433 H - M 0 -1073 M - I 1535 0 I - J 122 -1831 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 F 999 360 VERT(TL):0.242 F 999 240 HORZ(LL):0.025 D - - HORZ(TL):0.078 D - - Creep Factor: 2.0 Max TC CSI:0.984 Max BC CSI:0.570 Max Web CSI:0.766 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E5 Ply: 1 Qty:4 SEQN:288397 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T29 DrwNo:349.21.0827.10383 CAT /SLS 12/15/2021 W1 2-1/2"6'3-3/4"36'5-3/4" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"10-1/2"4'6-7/8"5'10-9/16"9'10-9/16"10'2-7/8"(a)(a)(a)(a)(a) (a) A B C D E F G H I J KLMNOPQRS 8 12 3X5(B2)3X8 2X3 3X7 3X73X5 5X6 3X5 3X5 3X7 2X3 3X7 3X7 3X5 4X5 4X8 2X62X6 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP SS Dense; T1 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3,W6,W7,W10,W11,W12,W13,W14,W15,W16,W17 2x4 SP #2;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (d) Continuous lateral restraint equally spaced onmember. (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 13.96 43.00Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Fasten rated sheathing to one face of the 24"o.c. or less vertical webs in this truss. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1055 /-/-/636 /41 /270 AA 3246 /-/-/1397 /-/- U 1047 /-/-/425 /-/- Wind reactions based on MWFRS B Brg Wid = 3.0 Min Req =1.5 AA Brg Wid = 3.5 Min Req =3.5 U Brg Wid = 3.0 Min Req =1.5 Bearings B, AA, & U are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 75 -1180 G - L 154 -561 Chords Tens.Comp. P - Q 568 0 S - T 0 -500 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AF 897 -247AF-AE 1010 -180 AE-AD 1065 -191 Chords Tens.Comp. AD-AC 1065 -191AC-AB 458 -55 Y - X 517 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. G -AP 107 -584 AP-AC 162 -720 AC-AU 517 -54 AU- L 548 -85 L -AX 119 -1017 AX-AB 61 -1093 AB- P 909 -29 Webs Tens.Comp. P -AA 0 -1777 AA- Q 0 -1613 Q - Y 516 0 Y - S 0 -575 S - X 32 -537 X - T 769 0 T - U 120 -1702 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 J 999 360 VERT(TL):0.332 J 823 240 HORZ(LL):0.042 J - - HORZ(TL):0.185 J - - Creep Factor: 2.0 Max TC CSI:0.992 Max BC CSI:0.602 Max Web CSI:0.853 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E6 Ply: 1 Qty:1 SEQN:288400 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T23 DrwNo:349.21.0827.21120 CAT /SLS 12/15/2021 T1 W3 W6 W7 W10 W11 W12 W13 W14 W15 W16 W17 2-1/2"22'11-1/4"19'10-1/4" 1'7-3/4" 1'4" (TYP) 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 17'10-3/4" 3'11-1/4" 21' 3'1-1/4" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 3'11-7/16" 3'11-7/16" 6'6-1/4" 2'6-13/16" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 23'1-3/4" 2'1-3/4" 28'2-1/4" 5'0-1/2" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"10-1/2"4'6-7/8"5'10-9/16"9'10-9/16"10'2-7/8"(a) (a)(b)(b)(b)(c) (d) A B G L O P Q R S T U VWXYZAAABACADAEAF AP AU AX 8 12 3X5(B2)3X8 3X33X3 3X5 3X73X5 3X33X3 5X6 3X7 3X5 4X4 4X4 3X7 4X4 3X5 3X7 3X5 3X5 4X7 2X62X6 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP SS Dense; T1 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3,W6,W7,W10,W11,W12,W13,W14,W15,W16,W17 2x4 SP #2;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (d) Continuous lateral restraint equally spaced onmember. (c) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x6 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. (I) - plates so marked were sized using 0% FabricationTolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows: Chord Spacing(in oc) Start(ft) End(ft)TC 24 13.96 43.00Apply 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Fasten rated sheathing to one face of the 24"o.c. or less vertical webs in this truss. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 1055 /-/-/636 /41 /270 AA 3246 /-/-/1397 /-/- U 1047 /-/-/425 /-/- Wind reactions based on MWFRS B Brg Wid = 3.0 Min Req =1.5 AA Brg Wid = 3.5 Min Req =3.5 U Brg Wid = 3.0 Min Req =1.5 Bearings B, AA, & U are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - G 75 -1180 G - L 154 -561 Chords Tens.Comp. P - Q 568 0 S - T 0 -500 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AF 897 -247AF-AE 1010 -180 AE-AD 1065 -191 Chords Tens.Comp. AD-AC 1065 -191AC-AB 458 -55 Y - X 517 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. G -AP 107 -584 AP-AC 162 -720 AC-AU 517 -54 AU- L 548 -85 L -AX 119 -1017 AX-AB 61 -1093 AB- P 909 -29 Webs Tens.Comp. P -AA 0 -1777 AA- Q 0 -1613 Q - Y 516 0 Y - S 0 -575 S - X 32 -537 X - T 769 0 T - U 120 -1702 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.075 J 999 360 VERT(TL):0.332 J 823 240 HORZ(LL):0.042 J - - HORZ(TL):0.185 J - - Creep Factor: 2.0 Max TC CSI:0.992 Max BC CSI:0.602 Max Web CSI:0.853 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E6 Ply: 1 Qty:1 SEQN:288400 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T23 DrwNo:349.21.0827.21120 CAT /SLS 12/15/2021 T1 W3 W6 W7 W10 W11 W12 W13 W14 W15 W16 W17 2-1/2"22'11-1/4"19'10-1/4" 1'7-3/4" 1'4" (TYP) 6'6-1/4" 6'6-1/4" 13'11-1/2" 7'5-1/4" 17'10-3/4" 3'11-1/4" 21' 3'1-1/4" 28'2-1/4" 7'2-1/4" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3" 3'11-7/16" 3'11-7/16" 6'6-1/4" 2'6-13/16" 13'11-1/2" 7'5-1/4" 21' 7'0-1/2" 23'1-3/4" 2'1-3/4" 28'2-1/4" 5'0-1/2" 35'4-1/2" 7'2-1/4" 42'9" 7'4-1/2" 43' 3"10-1/2"4'6-7/8"5'10-9/16"9'10-9/16"10'2-7/8"(a) (a)(b)(b)(b)(c) (d) A B G L O P Q R S T U VWXYZAAABACADAEAF AP AU AX 8 12 3X5(B2)3X8 3X33X3 3X5 3X73X5 3X33X3 5X6 3X7 3X5 4X4 4X4 3X7 4X4 3X5 3X7 3X5 3X5 4X7 2X62X6 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E6 Ply: 1 Qty:1 SEQN:288400 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T23 DrwNo:349.21.0827.21120 CAT /SLS 12/15/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E6 Ply: 1 Qty:1 SEQN:288400 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T23 DrwNo:349.21.0827.21120 CAT /SLS 12/15/2021 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.50" 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 64 plf at 0.00 to 64 plf at 36.92BC: From 20 plf at 0.00 to 20 plf at 36.92 BC: 7543 lb Conc. Load at 36.50 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 7.58 36.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes The maximum concentrated load is 7544# In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1636 /-/-/-/147 /70 H 9009 /-/-/486 /-/- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req =1.5 H Brg Wid = 3.5 Min Req =3.0 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 55 -473 B - C 49 -540 C - D 47 -556 Chords Tens.Comp. D - E 47 -556 E - F 47 -556 F - G 25 -446 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 545 -51 K - J 545 -51 Chords Tens.Comp. J - I 456 -27 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 59 -525A - M 423 -29 Webs Tens.Comp. I - G 734 -40G - H 51 -647 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.69 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 D 999 360 VERT(TL):0.085 D 999 240 HORZ(LL):0.008 B - - HORZ(TL):0.024 B - - Creep Factor: 2.0 Max TC CSI:0.407 Max BC CSI:0.279 Max Web CSI:0.224 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E7 Ply: 3 Qty:1 SEQN:288461 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T45 DrwNo:349.21.0828.28750 CAT /SLS 12/15/2021 3 Complete Trusses Required 36'11" 7'7" 7'7" 14'7-15/16" 7'0-15/16" 22'0-3/8" 7'4-7/16" 29'4-13/16" 7'4-7/16" 36'11" 7'6-3/16" 7'7" 7'7" 14'7-15/16" 7'0-15/16" 22'0-3/8" 7'4-7/16" 29'4-13/16" 7'4-7/16" 36'11" 7'6-3/16"4'9-7/8"9'10-9/16"A B C D E F G HIJKLMN 8 12 3X3 2X6 3X5 5X5 3X5 3X5 6X8 2X3 3X7 3X5 3X5 3X5 3X5 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP SS Dense;Webs: 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 6.50" 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 64 plf at 0.00 to 64 plf at 36.92BC: From 20 plf at 0.00 to 20 plf at 36.92 BC: 7543 lb Conc. Load at 36.50 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 7.58 36.92Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Additional Notes The maximum concentrated load is 7544# In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1636 /-/-/-/147 /70 H 9009 /-/-/486 /-/- Wind reactions based on MWFRS N Brg Wid = 3.5 Min Req =1.5 H Brg Wid = 3.5 Min Req =3.0 Bearings N & H are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 55 -473 B - C 49 -540 C - D 47 -556 Chords Tens.Comp. D - E 47 -556 E - F 47 -556 F - G 25 -446 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. L - K 545 -51 K - J 545 -51 Chords Tens.Comp. J - I 456 -27 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - N 59 -525A - M 423 -29 Webs Tens.Comp. I - G 734 -40G - H 51 -647 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.44 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.69 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.028 D 999 360 VERT(TL):0.085 D 999 240 HORZ(LL):0.008 B - - HORZ(TL):0.024 B - - Creep Factor: 2.0 Max TC CSI:0.407 Max BC CSI:0.279 Max Web CSI:0.224 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E7 Ply: 3 Qty:1 SEQN:288461 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T45 DrwNo:349.21.0828.28750 CAT /SLS 12/15/2021 3 Complete Trusses Required 36'11" 7'7" 7'7" 14'7-15/16" 7'0-15/16" 22'0-3/8" 7'4-7/16" 29'4-13/16" 7'4-7/16" 36'11" 7'6-3/16" 7'7" 7'7" 14'7-15/16" 7'0-15/16" 22'0-3/8" 7'4-7/16" 29'4-13/16" 7'4-7/16" 36'11" 7'6-3/16"4'9-7/8"9'10-9/16"A B C D E F G HIJKLMN 8 12 3X3 2X6 3X5 5X5 3X5 3X5 6X8 2X3 3X7 3X5 3X5 3X5 3X5 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M10,M11,M12 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Fasten rated sheathing to one face of this truss. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 21 /-/-/176 /161 /288 B*121 /-/-/49 /10 /- Y 21 /-/-/14 /-/- Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 358 Min Req =- Y Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & Y are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.46 ft Loc. from endwall: not in 7.25 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 M 999 360 VERT(TL):0.005 N 999 240 HORZ(LL):0.005 S - - HORZ(TL):0.008 Q - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.028 Max Web CSI:0.195 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E8 Ply: 1 Qty:1 SEQN:288403 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T40 DrwNo:349.21.0830.02887 CAT /SLS 12/15/2021 M10 M11 M12 9-1/8"29'10-1/4"9-1/8" 1'7-1/8" 1'4" (TYP) 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 30'7-3/8" 14'11-1/8" 31'4-1/2" 9-1/8" 9-1/8" 9-1/8" 30'7-3/8" 29'10-1/4" 31'4-1/2" 9-1/8"10'3-7/8"1-5/8"10'5-1/2"(a)(a)(b) (a)(a) A B M X Y AK 8 12 3X5(A1)3X5 4X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M10,M11,M12 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. (b) 2x4 #3 or better "T" reinforcement. 80% length ofweb member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Fasten rated sheathing to one face of this truss. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 21 /-/-/176 /161 /288 B*121 /-/-/49 /10 /- Y 21 /-/-/14 /-/- Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 358 Min Req =- Y Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & Y are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.46 ft Loc. from endwall: not in 7.25 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 M 999 360 VERT(TL):0.005 N 999 240 HORZ(LL):0.005 S - - HORZ(TL):0.008 Q - - Creep Factor: 2.0 Max TC CSI:0.071 Max BC CSI:0.028 Max Web CSI:0.195 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E8 Ply: 1 Qty:1 SEQN:288403 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T40 DrwNo:349.21.0830.02887 CAT /SLS 12/15/2021 M10 M11 M12 9-1/8"29'10-1/4"9-1/8" 1'7-1/8" 1'4" (TYP) 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 30'7-3/8" 14'11-1/8" 31'4-1/2" 9-1/8" 9-1/8" 9-1/8" 30'7-3/8" 29'10-1/4" 31'4-1/2" 9-1/8"10'3-7/8"1-5/8"10'5-1/2"(a)(a)(b) (a)(a) A B M X Y AK 8 12 3X5(A1)3X5 4X4 3X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 8 /-/-/174 /167 /288 B*122 /-/-/50 /10 /- K 8 /0 /-/15 /8 /- S /-119 Q /-148 N /-146 L /-119 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 358 Min Req =-K Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & K are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - R 113 -413 E - Q 163 -560 Gables Tens.Comp. N - G 163 -560 M - H 113 -413 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.46 ft Loc. from endwall: not in 7.25 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(TL):0.012 G 999 240 HORZ(LL):0.005 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.066 Max Web CSI:0.308 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E9 Ply: 1 Qty:9 SEQN:288406 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T11 DrwNo:349.21.0831.16760 CAT /SLS 12/15/2021 M4 9-1/8"29'10-1/4"9-1/8" 2'11-1/8"4'(TYP) 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 30'7-3/8" 14'11-1/8" 31'4-1/2" 9-1/8" 9-1/8" 9-1/8" 30'7-3/8" 29'10-1/4" 31'4-1/2" 9-1/8"10'3-7/8"1-5/8"10'5-1/2"(a) A B D E F G H J K LMNPQRS 8 12 3X5(A1)3X5 4X4 3X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes Refer to DWG PB115101217 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 8 /-/-/174 /167 /288 B*122 /-/-/50 /10 /- K 8 /0 /-/15 /8 /- S /-119 Q /-148 N /-146 L /-119 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 358 Min Req =-K Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & K are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. D - R 113 -413 E - Q 163 -560 Gables Tens.Comp. N - G 163 -560 M - H 113 -413 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.46 ft Loc. from endwall: not in 7.25 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 G 999 360 VERT(TL):0.012 G 999 240 HORZ(LL):0.005 G - - HORZ(TL):0.009 G - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.066 Max Web CSI:0.308 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E9 Ply: 1 Qty:9 SEQN:288406 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T11 DrwNo:349.21.0831.16760 CAT /SLS 12/15/2021 M4 9-1/8"29'10-1/4"9-1/8" 2'11-1/8"4'(TYP) 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 30'7-3/8" 14'11-1/8" 31'4-1/2" 9-1/8" 9-1/8" 9-1/8" 30'7-3/8" 29'10-1/4" 31'4-1/2" 9-1/8"10'3-7/8"1-5/8"10'5-1/2"(a) A B D E F G H J K LMNPQRS 8 12 3X5(A1)3X5 4X4 3X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 0 /-1 /-/162 /152 /260 B*128 /-/-/49 /11 /- S /-102 Q /-133 N /-132 M /-102 L /-119 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 339 Min Req =-Bearings A & B are a rigid surface. Members not listed have forces less than 375#Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - R 106 -412 E - Q 149 -560 F - O 61 -469 Webs Tens.Comp. N - G 149 -588 M - H 120 -475 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 F 999 360 VERT(TL):0.013 F 999 240 HORZ(LL):0.009 J - - HORZ(TL):0.019 J - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.046 Max Web CSI:0.627 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E10 Ply: 1 Qty:6 SEQN:288409 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T6 DrwNo:349.21.0825.55287 CAT /SLS 12/15/2021 W4 29'0-1/2" 2'11-1/8" 4'(TYP) 1'2-1/2" 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 29'0-1/2" 13'4-1/4" 9-1/8" 9-1/8" 29'0-1/2" 28'3-3/8" 1'5-1/16"10'3-7/8"1-5/8"10'5-1/2"(a) A B C D E F G H I J KLMNOPQRS 8 12 2X6(A1)3X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 0 /-1 /-/162 /152 /260 B*128 /-/-/49 /11 /- S /-102 Q /-133 N /-132 M /-102 L /-119 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 339 Min Req =-Bearings A & B are a rigid surface. Members not listed have forces less than 375#Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. D - R 106 -412 E - Q 149 -560 F - O 61 -469 Webs Tens.Comp. N - G 149 -588 M - H 120 -475 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 F 999 360 VERT(TL):0.013 F 999 240 HORZ(LL):0.009 J - - HORZ(TL):0.019 J - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.046 Max Web CSI:0.627 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E10 Ply: 1 Qty:6 SEQN:288409 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T6 DrwNo:349.21.0825.55287 CAT /SLS 12/15/2021 W4 29'0-1/2" 2'11-1/8" 4'(TYP) 1'2-1/2" 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 29'0-1/2" 13'4-1/4" 9-1/8" 9-1/8" 29'0-1/2" 28'3-3/8" 1'5-1/16"10'3-7/8"1-5/8"10'5-1/2"(a) A B C D E F G H I J KLMNOPQRS 8 12 2X6(A1)3X5 4X4 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W7 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. BUILDING DESIGNER SHALL BE RESPONSIBLE FORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 11 /-/-/160 /141 /260 B*127 /-/-/49 /11 /- Z /-129 V /-111 U /-113 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 339 Min Req =- Bearings A & B are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J -AJ 129 -487 AJ- Z 145 -549 M -AN 26 -461 Webs Tens.Comp. AN- X 33 -587 W -P 92 -453 V - Q 129 -506 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 L 999 360 VERT(TL):0.078 L 999 240 HORZ(LL):0.013 L - - HORZ(TL):0.060 L - - Creep Factor: 2.0 Max TC CSI:0.476 Max BC CSI:0.044 Max Web CSI:0.583 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E11 Ply: 1 Qty:1 SEQN:288416 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T24 DrwNo:349.21.0826.00720 CAT /SLS 12/15/2021 W7 29'0-1/2" 1'7-1/8" 1'4" (TYP) 1'2-1/2" 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 17'7-3/8" 1'11-1/8" 29'0-1/2" 11'5-1/8" 9-1/8" 9-1/8" 5'2" 4'4-7/8" 29'0-1/2" 23'10-1/2" 1'5-1/16"10'3-7/8"1-5/8"10'5-1/2"(a) A B D G J M O P Q R S TUVWXYZAAABAC AJ AN 8 12 2X6(A1)3X5 3X33X3 3X33X3 3X5 4X43X33X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W7 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Fasten rated sheathing to one face of the 24"o.c.or less vertical webs in this truss. BUILDING DESIGNER SHALL BE RESPONSIBLE FORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 11 /-/-/160 /141 /260 B*127 /-/-/49 /11 /- Z /-129 V /-111 U /-113 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 339 Min Req =- Bearings A & B are a rigid surface. Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. J -AJ 129 -487 AJ- Z 145 -549 M -AN 26 -461 Webs Tens.Comp. AN- X 33 -587 W -P 92 -453 V - Q 129 -506 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.26 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 4.30 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.017 L 999 360 VERT(TL):0.078 L 999 240 HORZ(LL):0.013 L - - HORZ(TL):0.060 L - - Creep Factor: 2.0 Max TC CSI:0.476 Max BC CSI:0.044 Max Web CSI:0.583 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E11 Ply: 1 Qty:1 SEQN:288416 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T24 DrwNo:349.21.0826.00720 CAT /SLS 12/15/2021 W7 29'0-1/2" 1'7-1/8" 1'4" (TYP) 1'2-1/2" 9-1/8" 9-1/8" 15'8-1/4" 14'11-1/8" 17'7-3/8" 1'11-1/8" 29'0-1/2" 11'5-1/8" 9-1/8" 9-1/8" 5'2" 4'4-7/8" 29'0-1/2" 23'10-1/2" 1'5-1/16"10'3-7/8"1-5/8"10'5-1/2"(a) A B D G J M O P Q R S TUVWXYZAAABAC AJ AN 8 12 2X6(A1)3X5 3X33X3 3X33X3 3X5 4X43X33X3 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*84 /-/-/55 /-/10 Wind reactions based on MWFRS E Brg Wid = 160 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 A 999 360 VERT(TL):0.046 A 999 240 HORZ(LL):0.005 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.339 Max BC CSI:0.251 Max Web CSI:0.192 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E12 Ply: 1 Qty:1 SEQN:288419 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T8 DrwNo:349.21.0826.03640 CAT /SLS 12/15/2021 W3 13'4-1/16" 5'4-1/16" 5'4-1/16" 9'4-1/16" 4' 13'4-1/16" 4' 5'4-1/16" 5'4-1/16" 9'4-1/16" 4' 13'4-1/16" 4' 0-1/4"8'10-15/16"(a) A B C D E FG 8 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*84 /-/-/55 /-/10 Wind reactions based on MWFRS E Brg Wid = 160 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.22 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.014 A 999 360 VERT(TL):0.046 A 999 240 HORZ(LL):0.005 A - - HORZ(TL):0.016 A - - Creep Factor: 2.0 Max TC CSI:0.339 Max BC CSI:0.251 Max Web CSI:0.192 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E12 Ply: 1 Qty:1 SEQN:288419 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T8 DrwNo:349.21.0826.03640 CAT /SLS 12/15/2021 W3 13'4-1/16" 5'4-1/16" 5'4-1/16" 9'4-1/16" 4' 13'4-1/16" 4' 5'4-1/16" 5'4-1/16" 9'4-1/16" 4' 13'4-1/16" 4' 0-1/4"8'10-15/16"(a) A B C D E FG 8 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/55 /-/10 Wind reactions based on MWFRS D Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.38 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 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.018 A 999 360 VERT(TL):0.058 A 999 240 HORZ(LL):0.006 A - - HORZ(TL):0.020 A - - Creep Factor: 2.0 Max TC CSI:0.463 Max BC CSI:0.298 Max Web CSI:0.112 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E13 Ply: 1 Qty:1 SEQN:288423 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T25 DrwNo:349.21.0826.06017 CAT /SLS 12/15/2021 9'10-1/16" 5'10-1/16" 5'10-1/16" 9'10-1/16" 4' 5'10-1/16" 5'10-1/16" 9'10-1/16" 4' 0-1/4"6'6-15/16"A B C D E 8 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/55 /-/10 Wind reactions based on MWFRS D Brg Wid = 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.38 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 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.018 A 999 360 VERT(TL):0.058 A 999 240 HORZ(LL):0.006 A - - HORZ(TL):0.020 A - - Creep Factor: 2.0 Max TC CSI:0.463 Max BC CSI:0.298 Max Web CSI:0.112 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E13 Ply: 1 Qty:1 SEQN:288423 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T25 DrwNo:349.21.0826.06017 CAT /SLS 12/15/2021 9'10-1/16" 5'10-1/16" 5'10-1/16" 9'10-1/16" 4' 5'10-1/16" 5'10-1/16" 9'10-1/16" 4' 0-1/4"6'6-15/16"A B C D E 8 12 3X5(D1) 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/54 /-/10 Wind reactions based on MWFRS D Brg Wid = 76.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.001 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.215 Max BC CSI:0.117 Max Web CSI:0.060 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E14 Ply: 1 Qty:1 SEQN:288426 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T32 DrwNo:349.21.0826.07993 CAT /SLS 12/15/2021 6'4-1/16" 2'4-1/16" 2'4-1/16" 6'4-1/16" 4' 2'4-1/16" 2'4-1/16" 6'4-1/16" 4' 0-1/4"4'2-15/16"A B C D E 8 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/54 /-/10 Wind reactions based on MWFRS D Brg Wid = 76.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.55 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.000 C 999 360 VERT(TL):0.001 C 999 240 HORZ(LL):-0.001 C - - HORZ(TL):-0.001 C - - Creep Factor: 2.0 Max TC CSI:0.215 Max BC CSI:0.117 Max Web CSI:0.060 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E14 Ply: 1 Qty:1 SEQN:288426 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T32 DrwNo:349.21.0826.07993 CAT /SLS 12/15/2021 6'4-1/16" 2'4-1/16" 2'4-1/16" 6'4-1/16" 4' 2'4-1/16" 2'4-1/16" 6'4-1/16" 4' 0-1/4"4'2-15/16"A B C D E 8 12 3X5(D1) 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*83 /-/-/51 /-/9 Wind reactions based on MWFRS C Brg Wid = 34.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.72 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 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.001 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.097 Max BC CSI:0.082 Max Web CSI:0.018 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E15 Ply: 1 Qty:1 SEQN:288429 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T33 DrwNo:349.21.0826.10123 CAT /SLS 12/15/2021 2'10-1/16" 2'10-1/16" 2'10-1/16" 0-1/4"1'10-15/16"A B C 8 12 3X5(D1) 2X3 2X3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*83 /-/-/51 /-/9 Wind reactions based on MWFRS C Brg Wid = 34.0 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.72 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 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.001 A - - HORZ(TL):0.003 A - - Creep Factor: 2.0 Max TC CSI:0.097 Max BC CSI:0.082 Max Web CSI:0.018 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:E15 Ply: 1 Qty:1 SEQN:288429 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T33 DrwNo:349.21.0826.10123 CAT /SLS 12/15/2021 2'10-1/16" 2'10-1/16" 2'10-1/16" 0-1/4"1'10-15/16"A B C 8 12 3X5(D1) 2X3 2X3 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,M1,M2,M3,M4,M5,M6,M7,M8,M34,M35,M36,M37,M38,M39,M40,M41 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) 1x4 #3SRB SPF-S or better "L" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X6 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 16.96 43.96Apply purlins to any chords above or below fillers at 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*112 /-/-/64 /2 /15 CO*122 /-/-/58 /-/- Wind reactions based on MWFRS B Brg Wid = 259 Min Req =- CO Brg Wid = 435 Min Req =- Bearings B & BX are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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 O 999 360 VERT(TL):0.005 P 999 240 HORZ(LL):0.006 AR - - HORZ(TL):0.012 AP - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.029 Max Web CSI:0.099 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F1 Ply: 1 Qty:1 SEQN:288076 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T22 DrwNo:349.21.0832.59870 CAT /SLS 12/15/2021 W1M1M2 M3 M4 M5 M6 M7 M8 M34 M35 M36 M37M38 M39 M40 M41 57'11" 2'5-1/2" 1'4" (TYP) 3-3/4" 16'11-1/2" 16'11-1/2" 43'11-1/2" 27' 57'11" 13'11-1/2" 21'7" 21'7" 57'11" 36'4"10-1/2"10-1/2" 6-7/8"2'11'10-9/16"12'5-1/4"(a)(a)(a)(a)(a)(a)(b) (a)(a)(a)(a)(a) (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) A B G O Z AJ ATAU BJ BWBXCG CO 8 12 4X5(A1) 5X6 5X62X6(**) 6X8 6X83X7 5X7 5X6 6X8 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,M1,M2,M3,M4,M5,M6,M7,M8,M34,M35,M36,M37,M38,M39,M40,M41 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (b) #3 or better scab reinforcement. Same size & 80%length of web member. Attach with 10d Box or Gun(0.128"x3",min.)nails @ 6" oc. (a) 1x4 #3SRB SPF-S or better "L" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X6 except as noted. (**) 1 plate(s) require special positioning. Refer toscaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 24 16.96 43.96Apply purlins to any chords above or below fillers at 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 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B*112 /-/-/64 /2 /15 CO*122 /-/-/58 /-/- Wind reactions based on MWFRS B Brg Wid = 259 Min Req =- CO Brg Wid = 435 Min Req =- Bearings B & BX are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: 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 O 999 360 VERT(TL):0.005 P 999 240 HORZ(LL):0.006 AR - - HORZ(TL):0.012 AP - - Creep Factor: 2.0 Max TC CSI:0.033 Max BC CSI:0.029 Max Web CSI:0.099 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F1 Ply: 1 Qty:1 SEQN:288076 GABL FROM: GAH Page 1 of 2 Cust: R7124 JRef:1Xbd71240001 T22 DrwNo:349.21.0832.59870 CAT /SLS 12/15/2021 W1M1M2 M3 M4 M5 M6 M7 M8 M34 M35 M36 M37M38 M39 M40 M41 57'11" 2'5-1/2" 1'4" (TYP) 3-3/4" 16'11-1/2" 16'11-1/2" 43'11-1/2" 27' 57'11" 13'11-1/2" 21'7" 21'7" 57'11" 36'4"10-1/2"10-1/2" 6-7/8"2'11'10-9/16"12'5-1/4"(a)(a)(a)(a)(a)(a)(b) (a)(a)(a)(a)(a) (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) A B G O Z AJ ATAU BJ BWBXCG CO 8 12 4X5(A1) 5X6 5X62X6(**) 6X8 6X83X7 5X7 5X6 6X8 4X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F1 Ply: 1 Qty:1 SEQN:288076 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T22 DrwNo:349.21.0832.59870 CAT /SLS 12/15/2021 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F1 Ply: 1 Qty:1 SEQN:288076 GABL FROM: GAH Page 2 of 2 Cust: R7124 JRef:1Xbd71240001 T22 DrwNo:349.21.0832.59870 CAT /SLS 12/15/2021 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W2,W6,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 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 16.96 43.96Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathing secured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 778 /-/-/411 /129 /285 U 2747 /-/-/1834 /-/- M 1523 /-/-/1022 /7 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req =1.5 U Brg Wid = 3.5 Min Req =2.9 M Brg Wid = 3.5 Min Req =1.8 Bearings B, U, & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 336 -899 C - D 341 -699 D - E 369 -650 F - G 503 -128 G - H 144 -791 Chords Tens.Comp. H - I 144 -791 I - J 144 -791 J - K 84 -1297 K - L 111 -1706 L - M 120 -2172 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AA 678 -233 U - T 37 -397 T - S 37 -397 S - R 1292 0 Chords Tens.Comp. R - Q 1306 0 Q - P 1306 0 P - O 1710 0 O - M 1711 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- E 493 -86 E - Y 218 -603 Y - X 629 -152 X - F 604 -156 F - U 87 -963 U - G 0 -1752 Webs Tens.Comp. G - S 1645 0 H - S 0 -473 S - J 0 -887 K - P 508 -94 P - L 207 -499 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 P 999 360 VERT(TL):0.180 P 999 240 HORZ(LL):0.011 M - - HORZ(TL):-0.046 L - - Creep Factor: 2.0 Max TC CSI:0.830 Max BC CSI:0.247 Max Web CSI:0.706 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F2 Ply: 1 Qty:6 SEQN:288057 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T39 DrwNo:349.21.0833.28410 CAT /SLS 12/15/2021 W1 W2 W6 W14 W15 21'9-1/4"36'1-3/4" 6'1-1/16" 6'1-1/16" 11'6-5/16" 5'5-3/16" 16'11-1/2" 5'5-3/16" 21'9-1/4" 4'9-3/4" 29'2-9/16" 7'5-5/16" 36'7-15/16" 7'5-5/16" 43'11-1/2" 7'3-9/16" 50'7-5/16" 6'7-13/16" 57'11" 7'3-11/16" 8'9-11/16" 8'9-11/16" 16'11-1/2" 8'1-13/16" 21'7" 4'7-1/2" 29'2-9/16" 7'7-9/16" 36'7-15/16" 7'5-5/16" 43'11-1/2" 7'3-9/16" 50'7-5/16" 6'7-13/16" 57'11" 7'3-11/16"10-1/2"10-1/2" 6-7/8"2'11'10-9/16"12'5-1/4"(a) (a)(a)(a)(a)(a) A B C D E F G H I J K L M N OPQRSTU V WX YZAA 8 12 4X5(A1) 2X65X6 5X6 6X8 2X62X6 4X5 5X7 2X6 4X10 5X7 5X6 6X8 2X6 4X5(A1) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP #1; Bot chord: 2x6 SP #1;Webs: 2x4 SP #2; W1,W2,W6,W14,W15 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 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 16.96 43.96Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses.See "WARNING" note below. In lieu of structural panels use purlins to braceall flat TC @ 24"oc. The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathing secured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 778 /-/-/411 /129 /285 U 2747 /-/-/1834 /-/- M 1523 /-/-/1022 /7 /- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req =1.5 U Brg Wid = 3.5 Min Req =2.9 M Brg Wid = 3.5 Min Req =1.8 Bearings B, U, & M are a rigid surface. Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. B - C 336 -899 C - D 341 -699 D - E 369 -650 F - G 503 -128 G - H 144 -791 Chords Tens.Comp. H - I 144 -791 I - J 144 -791 J - K 84 -1297 K - L 111 -1706 L - M 120 -2172 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B -AA 678 -233 U - T 37 -397 T - S 37 -397 S - R 1292 0 Chords Tens.Comp. R - Q 1306 0 Q - P 1306 0 P - O 1710 0 O - M 1711 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. AA- E 493 -86 E - Y 218 -603 Y - X 629 -152 X - F 604 -156 F - U 87 -963 U - G 0 -1752 Webs Tens.Comp. G - S 1645 0 H - S 0 -473 S - J 0 -887 K - P 508 -94 P - L 207 -499 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 5.79 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.052 P 999 360 VERT(TL):0.180 P 999 240 HORZ(LL):0.011 M - - HORZ(TL):-0.046 L - - Creep Factor: 2.0 Max TC CSI:0.830 Max BC CSI:0.247 Max Web CSI:0.706 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F2 Ply: 1 Qty:6 SEQN:288057 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T39 DrwNo:349.21.0833.28410 CAT /SLS 12/15/2021 W1 W2 W6 W14 W15 21'9-1/4"36'1-3/4" 6'1-1/16" 6'1-1/16" 11'6-5/16" 5'5-3/16" 16'11-1/2" 5'5-3/16" 21'9-1/4" 4'9-3/4" 29'2-9/16" 7'5-5/16" 36'7-15/16" 7'5-5/16" 43'11-1/2" 7'3-9/16" 50'7-5/16" 6'7-13/16" 57'11" 7'3-11/16" 8'9-11/16" 8'9-11/16" 16'11-1/2" 8'1-13/16" 21'7" 4'7-1/2" 29'2-9/16" 7'7-9/16" 36'7-15/16" 7'5-5/16" 43'11-1/2" 7'3-9/16" 50'7-5/16" 6'7-13/16" 57'11" 7'3-11/16"10-1/2"10-1/2" 6-7/8"2'11'10-9/16"12'5-1/4"(a) (a)(a)(a)(a)(a) A B C D E F G H I J K L M N OPQRSTU V WX YZAA 8 12 4X5(A1) 2X65X6 5X6 6X8 2X62X6 4X5 5X7 2X6 4X10 5X7 5X6 6X8 2X6 4X5(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W6 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 16.96 41.63Apply 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-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord 2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 777 /-/-/502 /-/278 R 2154 /-/-/1389 /-/- L 723 /-/-/426 /-/- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req =1.5 R Brg Wid = 3.5 Min Req =2.2 L Brg Wid = 3.0 Min Req =1.5 Bearings B, R, & L 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 -909 C - D 0 -712 Chords Tens.Comp. D - E 0 -651 F - G 424 -67 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - X 686 -188 Chords Tens.Comp. R - Q 71 -401 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - E 485 -62E - V 172 -605 V - U 636 -107 U - F 625 -108 F - R 170 -984 Webs Tens.Comp. R - G 0 -1170G - Q 911 0 H - Q 0 -404 O - K 551 0 K - L 110 -1032 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.16 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 X 999 360 VERT(TL):0.085 X 999 240 HORZ(LL):0.010 C - - HORZ(TL):0.041 R - - Creep Factor: 2.0 Max TC CSI:0.714 Max BC CSI:0.609 Max Web CSI:0.520 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F3 Ply: 1 Qty:5 SEQN:288434 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T28 DrwNo:349.21.0833.32410 CAT /SLS 12/15/2021 W1 W2 W6 21'9-1/4"19'10-1/4" 5'8-11/16" 5'8-11/16" 11'4-1/16" 5'7-7/16" 16'11-1/2" 5'7-7/16" 21'9-1/4" 4'9-3/4" 28'2-15/16" 6'5-11/16" 34'8-9/16" 6'5-11/16" 41'4-1/2" 6'7-15/16" 41'7-1/2" 3" 8'6-3/8" 8'6-3/8" 16'11-1/2" 8'5-1/8" 21'7" 4'7-1/2" 28'2-15/16" 6'7-15/16" 34'8-9/16" 6'5-11/16" 41'4-1/2" 6'7-15/16" 41'7-1/2" 3"10-1/2"4'6-7/8"6'5'10-9/16"2'11'10-9/16"12'2-7/8"(a) (a)(a)(a)(a)(a) A B C D E F G H I J K L MNOPQR S TU VWX 8 12 3X5(B2)3X8 2X3 3X3 5X6 2X32X6 2X3 3X8 4X7 2X62X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #2; W1,W2,W6 2x4 SP #3;Lt Wedge: 2x4 SP #3;Rt Bearing Leg: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 3X5 except as noted. (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance, and/orzero Positioning Tolerance. Purlins In lieu of structural panels or rigid ceiling use purlinsto laterally brace chords as follows:Chord Spacing(in oc) Start(ft) End(ft)TC 75 16.96 41.63Apply 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-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TO RESIST THE FORCES SHOWN. The building engineer and/or architect of recordshall determine how and where the flat top chord 2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathingsecured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL B 777 /-/-/502 /-/278 R 2154 /-/-/1389 /-/- L 723 /-/-/426 /-/- Wind reactions based on MWFRS B Brg Wid = 3.5 Min Req =1.5 R Brg Wid = 3.5 Min Req =2.2 L Brg Wid = 3.0 Min Req =1.5 Bearings B, R, & L 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 -909 C - D 0 -712 Chords Tens.Comp. D - E 0 -651 F - G 424 -67 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. B - X 686 -188 Chords Tens.Comp. R - Q 71 -401 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. X - E 485 -62E - V 172 -605 V - U 636 -107 U - F 625 -108 F - R 170 -984 Webs Tens.Comp. R - G 0 -1170G - Q 911 0 H - Q 0 -404 O - K 551 0 K - L 110 -1032 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.16 ft Loc. from endwall: not in 13.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.023 X 999 360 VERT(TL):0.085 X 999 240 HORZ(LL):0.010 C - - HORZ(TL):0.041 R - - Creep Factor: 2.0 Max TC CSI:0.714 Max BC CSI:0.609 Max Web CSI:0.520 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F3 Ply: 1 Qty:5 SEQN:288434 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T28 DrwNo:349.21.0833.32410 CAT /SLS 12/15/2021 W1 W2 W6 21'9-1/4"19'10-1/4" 5'8-11/16" 5'8-11/16" 11'4-1/16" 5'7-7/16" 16'11-1/2" 5'7-7/16" 21'9-1/4" 4'9-3/4" 28'2-15/16" 6'5-11/16" 34'8-9/16" 6'5-11/16" 41'4-1/2" 6'7-15/16" 41'7-1/2" 3" 8'6-3/8" 8'6-3/8" 16'11-1/2" 8'5-1/8" 21'7" 4'7-1/2" 28'2-15/16" 6'7-15/16" 34'8-9/16" 6'5-11/16" 41'4-1/2" 6'7-15/16" 41'7-1/2" 3"10-1/2"4'6-7/8"6'5'10-9/16"2'11'10-9/16"12'2-7/8"(a) (a)(a)(a)(a)(a) A B C D E F G H I J K L MNOPQR S TU VWX 8 12 3X5(B2)3X8 2X3 3X3 5X6 2X32X6 2X3 3X8 4X7 2X62X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #2; W2,W4 2x4 SP SS Dense;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" 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 64 plf at 0.00 to 64 plf at 36.29 BC: From 20 plf at 0.00 to 20 plf at 18.29BC: From 10 plf at 18.29 to 10 plf at 36.29BC: 6682 lb Conc. Load at 19.88BC: 948 lb Conc. Load at 20.29,22.29,24.29,26.2928.29,30.29,32.29,34.29 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 67 0.00 22.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.33". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes The maximum concentrated load is 6682# The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathing secured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 6339 /-/-/402 /-/- P 10793 /-/-/603 /-/- Wind reactions based on MWFRS O Brg Wid = 3.5 Min Req =1.7 P Brg Wid = 3.5 Min Req =3.0 Bearings O & P 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 -1624 B - C 0 -1624 C - D 0 -1624 D - E 0 -3075 Chords Tens.Comp. E - F 0 -3854 F - G 0 -4482 G - H 0 -5437 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 3024 0M - L 3808 0 L - K 3808 0 Chords Tens.Comp. K - J 3646 0J - I 4479 0 I - H 4492 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - O 0 -2083 A - N 2591 0 N - D 0 -2287 D - M 1669 0 M - E 0 -1686 Webs Tens.Comp. E - K 1501 -38 K - F 871 0 F - J 1484 0 J - G 3 -1006 G - I 1009 0 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.63 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.166 J 999 360 VERT(TL):0.496 J 874 240 HORZ(LL):0.046 A - - HORZ(TL):0.137 A - - Creep Factor: 2.0 Max TC CSI:0.998 Max BC CSI:0.322 Max Web CSI:0.855 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F4 Ply: 3 Qty:1 SEQN:288465 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T5 DrwNo:349.21.0834.15337 CAT /SLS 12/15/2021 3 Complete Trusses Required W2 W4 36'3-1/2" 7'5-5/16" 7'5-5/16" 14'10-11/16" 7'5-5/16" 19'10-1/2" 4'11-13/16" 22'4" 2'5-1/2" 28'10-1/16" 6'6-1/16" 36'3-1/2" 7'5-7/16" 7'5-5/16" 7'5-5/16" 14'10-11/16" 7'5-5/16" 19'10-1/2" 4'11-13/16" 22'4" 2'5-1/2" 28'10-1/16" 6'6-1/16" 36'3-1/2" 7'5-7/16"9'10-9/16"6-7/8" A B C D E F G H IJKLMNO P 8 12 5X6 3X3 2X3 5X10 3X5 5X5 4X5 6X8 4X5 4X12 6X8 5X5 4X5 3X10 5X6(C8) 4X4(C8) **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x8 SP 2400f-2.0E;Webs: 2x4 SP #2; W2,W4 2x4 SP SS Dense;Rt Wedge: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 1 Row @12.00" o.c.Bot Chord: 1 Row @ 3.50" 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 64 plf at 0.00 to 64 plf at 36.29 BC: From 20 plf at 0.00 to 20 plf at 18.29BC: From 10 plf at 18.29 to 10 plf at 36.29BC: 6682 lb Conc. Load at 19.88BC: 948 lb Conc. Load at 20.29,22.29,24.29,26.2928.29,30.29,32.29,34.29 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 67 0.00 22.33Apply purlins to any chords above or below fillersat 24" OC unless shown otherwise above. Wind Wind loads and reactions based on MWFRS. Left end vertical not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.17" DL: 0.33". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes The maximum concentrated load is 6682# The building engineer and/or architect of recordshall determine how and where the flat top chord2x4 laterals will be stabilized with additionaldiagonal bracing or with APA rated sheathing secured at determined intervals to the flattop chord. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 6339 /-/-/402 /-/- P 10793 /-/-/603 /-/- Wind reactions based on MWFRS O Brg Wid = 3.5 Min Req =1.7 P Brg Wid = 3.5 Min Req =3.0 Bearings O & P 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 -1624 B - C 0 -1624 C - D 0 -1624 D - E 0 -3075 Chords Tens.Comp. E - F 0 -3854 F - G 0 -4482 G - H 0 -5437 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. N - M 3024 0M - L 3808 0 L - K 3808 0 Chords Tens.Comp. K - J 3646 0J - I 4479 0 I - H 4492 0 Maximum Web Forces Per Ply(lbs)Webs Tens.Comp. A - O 0 -2083 A - N 2591 0 N - D 0 -2287 D - M 1669 0 M - E 0 -1686 Webs Tens.Comp. E - K 1501 -38 K - F 871 0 F - J 1484 0 J - G 3 -1006 G - I 1009 0 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.32 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.63 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.166 J 999 360 VERT(TL):0.496 J 874 240 HORZ(LL):0.046 A - - HORZ(TL):0.137 A - - Creep Factor: 2.0 Max TC CSI:0.998 Max BC CSI:0.322 Max Web CSI:0.855 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F4 Ply: 3 Qty:1 SEQN:288465 COMN FROM: GAH Cust: R7124 JRef:1Xbd71240001 T5 DrwNo:349.21.0834.15337 CAT /SLS 12/15/2021 3 Complete Trusses Required W2 W4 36'3-1/2" 7'5-5/16" 7'5-5/16" 14'10-11/16" 7'5-5/16" 19'10-1/2" 4'11-13/16" 22'4" 2'5-1/2" 28'10-1/16" 6'6-1/16" 36'3-1/2" 7'5-7/16" 7'5-5/16" 7'5-5/16" 14'10-11/16" 7'5-5/16" 19'10-1/2" 4'11-13/16" 22'4" 2'5-1/2" 28'10-1/16" 6'6-1/16" 36'3-1/2" 7'5-7/16"9'10-9/16"6-7/8" A B C D E F G H IJKLMNO P 8 12 5X6 3X3 2X3 5X10 3X5 5X5 4X5 6X8 4X5 4X12 6X8 5X5 4X5 3X10 5X6(C8) 4X4(C8) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M9 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Fasten rated sheathing to one face of this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 11 /-/-/150 /139 /245 B*120 /-/-/50 /10 /- U 11 /-/-/13 /2 /- Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 305 Min Req =- U Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & U are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 K 999 360 VERT(TL):0.004 L 999 240 HORZ(LL):0.003 P - - HORZ(TL):0.006 N - - Creep Factor: 2.0 Max TC CSI:0.058 Max BC CSI:0.028 Max Web CSI:0.220 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F5 Ply: 1 Qty:1 SEQN:288437 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T21 DrwNo:349.21.0834.33440 CAT /SLS 12/15/2021 M9 9-1/8"25'5-3/4"9-1/8" 2'0-7/8" 1'4" (TYP) 9-1/8" 9-1/8" 13'6" 12'8-7/8" 26'2-7/8" 12'8-7/8" 27' 9-1/8" 9-1/8" 9-1/8" 26'2-7/8" 25'5-3/4" 27' 9-1/8"8'10-3/8"1-5/8"9'(a) A B K T U AE 8 12 2X6(A1)3X5 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M9 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and other requirements. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THE TRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Fasten rated sheathing to one face of this truss. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 11 /-/-/150 /139 /245 B*120 /-/-/50 /10 /- U 11 /-/-/13 /2 /- Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 305 Min Req =- U Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & U are a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.001 K 999 360 VERT(TL):0.004 L 999 240 HORZ(LL):0.003 P - - HORZ(TL):0.006 N - - Creep Factor: 2.0 Max TC CSI:0.058 Max BC CSI:0.028 Max Web CSI:0.220 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F5 Ply: 1 Qty:1 SEQN:288437 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T21 DrwNo:349.21.0834.33440 CAT /SLS 12/15/2021 M9 9-1/8"25'5-3/4"9-1/8" 2'0-7/8" 1'4" (TYP) 9-1/8" 9-1/8" 13'6" 12'8-7/8" 26'2-7/8" 12'8-7/8" 27' 9-1/8" 9-1/8" 9-1/8" 26'2-7/8" 25'5-3/4" 27' 9-1/8"8'10-3/8"1-5/8"9'(a) A B K T U AE 8 12 2X6(A1)3X5 4X4 2X6(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-133 /-/161 /219 /245 B*131 /-/-/54 /13 /- I -/-134 /-/44 /86 /- O /-138 N /-143 K /-141 J /-138 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 305 Min Req =-I Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & I are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - O 151 -405 D - N 160 -529 Gables Tens.Comp. K - F 160 -529 J - G 151 -405 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.009 D 999 240 HORZ(LL):0.003 G - - HORZ(TL):0.006 F - - Creep Factor: 2.0 Max TC CSI:0.513 Max BC CSI:0.104 Max Web CSI:0.368 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F6 Ply: 1 Qty:6 SEQN:288440 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T38 DrwNo:349.21.0835.23320 CAT /SLS 12/15/2021 M3 9-1/8"25'5-3/4"9-1/8" 4'8-7/8"4'(TYP) 9-1/8" 9-1/8" 13'6" 12'8-7/8" 26'2-7/8" 12'8-7/8" 27' 9-1/8" 9-1/8" 9-1/8" 26'2-7/8" 25'5-3/4" 27' 9-1/8"8'10-3/8"1-5/8"9'(a) A B C D E F G H I JKMNO 8 12 2X6(A1)3X5 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; M3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-133 /-/161 /219 /245 B*131 /-/-/54 /13 /- I -/-134 /-/44 /86 /- O /-138 N /-143 K /-141 J /-138 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 305 Min Req =-I Brg Wid = 6.3 Min Req =1.5 Bearings A, B, & I are a rigid surface. Members not listed have forces less than 375# Maximum Gable Forces Per Ply (lbs) Gables Tens.Comp. C - O 151 -405 D - N 160 -529 Gables Tens.Comp. K - F 160 -529 J - G 151 -405 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 4.32 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.009 D 999 240 HORZ(LL):0.003 G - - HORZ(TL):0.006 F - - Creep Factor: 2.0 Max TC CSI:0.513 Max BC CSI:0.104 Max Web CSI:0.368 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F6 Ply: 1 Qty:6 SEQN:288440 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T38 DrwNo:349.21.0835.23320 CAT /SLS 12/15/2021 M3 9-1/8"25'5-3/4"9-1/8" 4'8-7/8"4'(TYP) 9-1/8" 9-1/8" 13'6" 12'8-7/8" 26'2-7/8" 12'8-7/8" 27' 9-1/8" 9-1/8" 9-1/8" 26'2-7/8" 25'5-3/4" 27' 9-1/8"8'10-3/8"1-5/8"9'(a) A B C D E F G H I JKMNO 8 12 2X6(A1)3X5 4X4 2X6(A1) 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-143 /-/152 /206 /219 B*132 /-/-/53 /15 /- B /-138 O /-107 N /-126 K /-127 J /-113 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 286 Min Req =-Bearings A & B are a rigid surface. Members not listed have forces less than 375#Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 121 -406 D - N 142 -529 E - L 54 -430 Webs Tens.Comp. K - F 145 -576 J - G 128 -426 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.17 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 E 999 360 VERT(TL):0.010 E 999 240 HORZ(LL):0.007 G - - HORZ(TL):0.013 H - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.092 Max Web CSI:0.400 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F7 Ply: 1 Qty:5 SEQN:288443 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T2 DrwNo:349.21.0836.30687 CAT /SLS 12/15/2021 W3 24'8" 4'8-7/8"4'(TYP)3'0-1/4" 9-1/8" 9-1/8" 13'6" 12'8-7/8" 24'8" 11'2" 9-1/8" 9-1/8" 24'8" 23'10-7/8" 1'5-1/16"8'10-3/8"1-5/8"9'(a) A B C D E F G H IJKLMNO 8 12 2X6(A1)3X5 4X4 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W3 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 2X3 except as noted. Loading Truss designed to support 1-0-0 top chord outlookersand cladding load not to exceed 3.00 PSF one faceand 24.0" span opposite face. Top chord must not becut or notched, unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes Refer to DWG PB115101217 for piggyback details. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A -/-143 /-/152 /206 /219 B*132 /-/-/53 /15 /- B /-138 O /-107 N /-126 K /-127 J /-113 Wind reactions based on MWFRS A Brg Wid = 6.3 Min Req =1.5 B Brg Wid = 286 Min Req =-Bearings A & B are a rigid surface. Members not listed have forces less than 375#Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. C - O 121 -406 D - N 142 -529 E - L 54 -430 Webs Tens.Comp. K - F 145 -576 J - G 128 -426 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 18.53 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 4.17 ft Loc. from endwall: not in 10.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 E 999 360 VERT(TL):0.010 E 999 240 HORZ(LL):0.007 G - - HORZ(TL):0.013 H - - Creep Factor: 2.0 Max TC CSI:0.534 Max BC CSI:0.092 Max Web CSI:0.400 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F7 Ply: 1 Qty:5 SEQN:288443 GABL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T2 DrwNo:349.21.0836.30687 CAT /SLS 12/15/2021 W3 24'8" 4'8-7/8"4'(TYP)3'0-1/4" 9-1/8" 9-1/8" 13'6" 12'8-7/8" 24'8" 11'2" 9-1/8" 9-1/8" 24'8" 23'10-7/8" 1'5-1/16"8'10-3/8"1-5/8"9'(a) A B C D E F G H IJKLMNO 8 12 2X6(A1)3X5 4X4 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*84 /-/-/55 /5 /14 Wind reactions based on MWFRS F Brg Wid = 179 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.005 D 999 240 HORZ(LL):-0.006 D - - HORZ(TL):-0.011 E - - Creep Factor: 2.0 Max TC CSI:0.278 Max BC CSI:0.151 Max Web CSI:0.281 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F8 Ply: 1 Qty:1 SEQN:288446 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T34 DrwNo:349.21.0836.41893 CAT /SLS 12/15/2021 W4 14'11-5/16" 2'11-5/16"4'(TYP) 3'10-1/4" 14'11-5/16" 14'11-5/16" 0-1/4"9'11-3/4"(a) A B C D E F GHI 8 12 3X5(D1) 2X3 2X3 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; W4 2x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Bracing (a) 1x4 #3SRB SPF-S or better "T" reinforcement.80% length of web member. Attach with 8d Box orGun (0.113"x2.5",min.)nails @ 6" oc. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 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*84 /-/-/55 /5 /14 Wind reactions based on MWFRS F Brg Wid = 179 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 16.68 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.002 D 999 360 VERT(TL):0.005 D 999 240 HORZ(LL):-0.006 D - - HORZ(TL):-0.011 E - - Creep Factor: 2.0 Max TC CSI:0.278 Max BC CSI:0.151 Max Web CSI:0.281 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F8 Ply: 1 Qty:1 SEQN:288446 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T34 DrwNo:349.21.0836.41893 CAT /SLS 12/15/2021 W4 14'11-5/16" 2'11-5/16"4'(TYP) 3'10-1/4" 14'11-5/16" 14'11-5/16" 0-1/4"9'11-3/4"(a) A B C D E F GHI 8 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*84 /-/-/55 /5 /14 Wind reactions based on MWFRS E Brg Wid = 137 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 A 999 360 VERT(TL):0.010 A 999 240 HORZ(LL):-0.004 D - - HORZ(TL):-0.007 D - - Creep Factor: 2.0 Max TC CSI:0.287 Max BC CSI:0.154 Max Web CSI:0.134 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F9 Ply: 1 Qty:1 SEQN:288449 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T35 DrwNo:349.21.0836.55000 CAT /SLS 12/15/2021 11'5-5/16" 3'5-5/16" 3'5-5/16" 7'5-5/16" 4' 11'5-5/16" 4' 3'5-5/16" 3'5-5/16" 7'5-5/16" 4' 11'5-5/16" 4' 0-1/4"7'7-3/4"A B C D E FG 8 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*84 /-/-/55 /5 /14 Wind reactions based on MWFRS E Brg Wid = 137 Min Req =- Bearing A is a rigid surface. Members not listed have forces less than 375# Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:10.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 17.85 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.003 A 999 360 VERT(TL):0.010 A 999 240 HORZ(LL):-0.004 D - - HORZ(TL):-0.007 D - - Creep Factor: 2.0 Max TC CSI:0.287 Max BC CSI:0.154 Max Web CSI:0.134 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F9 Ply: 1 Qty:1 SEQN:288449 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T35 DrwNo:349.21.0836.55000 CAT /SLS 12/15/2021 11'5-5/16" 3'5-5/16" 3'5-5/16" 7'5-5/16" 4' 11'5-5/16" 4' 3'5-5/16" 3'5-5/16" 7'5-5/16" 4' 11'5-5/16" 4' 0-1/4"7'7-3/4"A B C D E FG 8 12 3X5(D1) 2X3 2X3 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/55 /5 /14 Wind reactions based on MWFRS D Brg Wid = 95.3 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.014 A 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.005 A - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.179 Max Web CSI:0.065 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F10 Ply: 1 Qty:1 SEQN:288452 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T36 DrwNo:349.21.0833.02647 CAT /SLS 12/15/2021 7'11-5/16" 3'11-5/16" 3'11-5/16" 7'11-5/16" 4' 3'11-5/16" 3'11-5/16" 7'11-5/16" 4' 0-1/4"5'3-3/4"A B C D E 8 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL D*84 /-/-/55 /5 /14 Wind reactions based on MWFRS D Brg Wid = 95.3 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 19.02 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.004 A 999 360 VERT(TL):0.014 A 999 240 HORZ(LL):-0.002 C - - HORZ(TL):0.005 A - - Creep Factor: 2.0 Max TC CSI:0.298 Max BC CSI:0.179 Max Web CSI:0.065 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F10 Ply: 1 Qty:1 SEQN:288452 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T36 DrwNo:349.21.0833.02647 CAT /SLS 12/15/2021 7'11-5/16" 3'11-5/16" 3'11-5/16" 7'11-5/16" 4' 3'11-5/16" 3'11-5/16" 7'11-5/16" 4' 0-1/4"5'3-3/4"A B C D E 8 12 3X5(D1) 2X3 2X3 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*84 /-/-/53 /-/9 Wind reactions based on MWFRS C Brg Wid = 53.3 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.004 A - - HORZ(TL):0.013 A - - Creep Factor: 2.0 Max TC CSI:0.264 Max BC CSI:0.238 Max Web CSI:0.071 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F11 Ply: 1 Qty:1 SEQN:288455 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T37 DrwNo:349.21.0833.04657 CAT /SLS 12/15/2021 4'5-5/16" 4'5-5/16" 4'5-5/16" 0-1/4"2'11-3/4"A B C 8 12 3X5(D1) 2X3 2X6 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x4 SP #2; Bot chord: 2x4 SP #2;Webs: 2x4 SP #3; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*84 /-/-/53 /-/9 Wind reactions based on MWFRS C Brg Wid = 53.3 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: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 20.18 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Yes FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):NA VERT(TL):NA HORZ(LL):0.004 A - - HORZ(TL):0.013 A - - Creep Factor: 2.0 Max TC CSI:0.264 Max BC CSI:0.238 Max Web CSI:0.071 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:F11 Ply: 1 Qty:1 SEQN:288455 VAL FROM: GAH Cust: R7124 JRef:1Xbd71240001 T37 DrwNo:349.21.0833.04657 CAT /SLS 12/15/2021 4'5-5/16" 4'5-5/16" 4'5-5/16" 0-1/4"2'11-3/4"A B C 8 12 3X5(D1) 2X3 2X6 12/15/2021 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: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #1;Webs: 2x4 SP #1; W1,W9 2x6 SP #1; W3,W5,W72x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 2 Rows @ 4.00" o.c. (Each Row)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 2 plf at 0.00 to 2 plf at 19.58BC: From 20 plf at 0.00 to 20 plf at 19.58 TC: 1528 lb Conc. Load at 1.25, 3.25TC: 1519 lb Conc. Load at 5.25, 7.25, 9.25,11.25TC: 1770 lb Conc. Load at 12.79TC: 723 lb Conc. Load at 13.25,15.25,17.25,19.25 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.11" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The TC of this truss shall be braced withattachedspans at 24" oc in lieu of structural sheathing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 7543 /-/-/656 /-/- F 6682 /-/-/1018 /-/- Wind reactions based on MWFRS J Brg Wid = - F Brg Wid = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4074 B - C 0 -5450 Chords Tens.Comp. C - D 0 -5450 D - E 0 -3862 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 4310 0 Chords Tens.Comp. H - G 4086 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -3737 A - I 4999 0 I - B 0 -2943 B - H 1452 0C - H 0 -1926 Webs Tens.Comp. H - D 1737 0 D - G 0 -2801 G - E 4766 0 E - F 0 -3308 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.119 C 999 360 VERT(TL):0.371 C 633 240 HORZ(LL):0.031 A - - HORZ(TL):0.096 A - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.798 Max Web CSI:0.828 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:G1 Ply: 2 Qty:1 SEQN:288458 FLAT FROM: GAH Cust: R7124 JRef:1Xbd71240001 T3 DrwNo:349.21.0837.16090 CAT /SLS 12/15/2021 2 Complete Trusses Required W1 W3 W5 W7 W9 19'7" 5'0-5/8" 5'0-5/8" 9'9-1/2" 4'8-7/8" 14'6-3/8" 4'8-7/8" 19'7" 5'0-5/8" 5'0-5/8" 5'0-5/8" 9'9-1/2" 4'8-7/8" 14'6-3/8" 4'8-7/8" 19'7" 5'0-5/8"4'A B C D E FGHIJ 7X8 5X5 6X8 5X5 3X3 3X12 5X5 6X8 7X8 5X5 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Refer to job's General Notes page for additional information. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see these web sites: Alpine: alpineitw.com; TPI: tpinst.org; SBCA: sbcacomponents.com; ICC: iccsafe.org; AWC: awc.org Okaw Truss, Inc.368 E State Route 133Arthur IL 61911(217) 543-3371 Ext 514 Earth City ExpresswaySuite 242Earth City, Missouri 63045 Lumber Value Set: 13B (Effective 6/1/2013) Top chord: 2x6 SP 2400f-2.0E; Bot chord: 2x4 SP #1;Webs: 2x4 SP #1; W1,W9 2x6 SP #1; W3,W5,W72x4 SP #2; Lumber value set "13B" uses design values approved1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nailsTop Chord: 2 Rows @ 4.00" o.c. (Each Row)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 2 plf at 0.00 to 2 plf at 19.58BC: From 20 plf at 0.00 to 20 plf at 19.58 TC: 1528 lb Conc. Load at 1.25, 3.25TC: 1519 lb Conc. Load at 5.25, 7.25, 9.25,11.25TC: 1770 lb Conc. Load at 12.79TC: 723 lb Conc. Load at 13.25,15.25,17.25,19.25 Hangers / Ties (J) Hanger Support Required, by others Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Deflection Max JT VERT DEFL: LL: 0.11" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations.Provide for adequate drainage of roof. Additional Notes Truss must be installed as shown with top chord up. BUILDING DESIGNER SHALL BE RESPONSIBLEFORTHE DESIGN OF THE SUPPORTS AND THETRUSS CONNECTIONS TO THE SUPPORTS TORESIST THE FORCES SHOWN. The TC of this truss shall be braced withattachedspans at 24" oc in lieu of structural sheathing. Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL J 7543 /-/-/656 /-/- F 6682 /-/-/1018 /-/- Wind reactions based on MWFRS J Brg Wid = - F Brg Wid = - Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply (lbs) Chords Tens.Comp. A - B 0 -4074 B - C 0 -5450 Chords Tens.Comp. C - D 0 -5450 D - E 0 -3862 Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. I - H 4310 0 Chords Tens.Comp. H - G 4086 0 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. A - J 0 -3737 A - I 4999 0 I - B 0 -2943 B - H 1452 0C - H 0 -1926 Webs Tens.Comp. H - D 1737 0 D - G 0 -2801 G - E 4766 0 E - F 0 -3308 Loading Criteria (psf) TCLL:20.00 TCDL:10.00 BCLL:0.00 BCDL:10.00 Des Ld:40.00 NCBCLL:0.00 Soffit:2.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Wind Std:ASCE 7-10 Speed:115 mph Enclosure: Closed Risk Category: II EXP: C Kzt: NA Mean Height: 15.00 ft TCDL: 5.0 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Snow Criteria (Pg,Pf in PSF) Pg: 20.0 Ct: 1.1 CAT: II Pf: 15.4 Ce: 1.0 Lu: -Cs: 1.00 Snow Duration: 1.15 Building Code: IRC 2012 TPI Std:2007 Rep Fac: Varies by Ld Case FT/RT/PT:0(0)/0(0)/4(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):0.119 C 999 360 VERT(TL):0.371 C 633 240 HORZ(LL):0.031 A - - HORZ(TL):0.096 A - - Creep Factor: 2.0 Max TC CSI:0.549 Max BC CSI:0.798 Max Web CSI:0.828 VIEW Ver: 21.01.03A.0805.14 Job Number:Q-158761 /Chisholm Lumber & Supply /526FA / Washburn Res. / Truss Label:G1 Ply: 2 Qty:1 SEQN:288458 FLAT FROM: GAH Cust: R7124 JRef:1Xbd71240001 T3 DrwNo:349.21.0837.16090 CAT /SLS 12/15/2021 2 Complete Trusses Required W1 W3 W5 W7 W9 19'7" 5'0-5/8" 5'0-5/8" 9'9-1/2" 4'8-7/8" 14'6-3/8" 4'8-7/8" 19'7" 5'0-5/8" 5'0-5/8" 5'0-5/8" 9'9-1/2" 4'8-7/8" 14'6-3/8" 4'8-7/8" 19'7" 5'0-5/8"4'A B C D E FGHIJ 7X8 5X5 6X8 5X5 3X3 3X12 5X5 6X8 7X8 5X5 12/15/2021 yyyyyyy 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021 514 Earth City Expressway Suite 242 Earth City, MO 63045 12/15/2021