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HomeMy WebLinkAbout2023-0480 Truss Calcs1-17R001-R500Project Number:Project Name:Current Submittal:Project Description:PROJECT CONTACTS:PROJECT INFORMATION:REFERENCE DOCUMENTS:Sales Representative:Project Manager:200 E. Mallard Drive Boise, Idaho 83706, www.RedBuilt.comProject Address:SHEETSTYPEREVISION#DATEBYDISCIPLINEArchitecturalStructuralMechanicalOur responsibility is limited to the design of RedBuilt products in accordance with the above referenced documents based on design loads specified by the Engineer Of Record.Material List and Calculations pp:Shop Drawings pp:FINAL SHOP DRAWINGSAPPROVED FOR PRODUCTION• Installation of the materials is the sole responsibility of the installer.• Refer to Installation Information sheets for more detailed instruction.• all materials shall be furnished by others unless included on the material list provided herein.RedBuilt LLC - (866) 859-6757||PRODUCT ACCEPTANCE| Redlam™ LVL: ESR-2993, LABC/LARC Supplement|Red-I™ Joist: ESR-2994, LABC/LARC Supplement|Red-L™, Red-W™, Red-S™, Red-M™, Red-H™ Truss: ESR-1774, LABC/LARC Supplement, DSAIMPORTANT (Please Read)Your primary contact:Your secondary contact:Date:11/5/20238:30:08 PM1356137-Eleven #41237APPROVED FOR PRODUCTIONMichelle Popple33555 Mission TrailLake Elsinore, CAGK Pierce Architects, Inc.QA Consulting Engineers5/2/235/2/235/2/23AAABidBidFull SetFull SetBid Full Set(909) 334-4476MPopple@redbuilt.comMichael Yauk323-448-4565MYauk@redbuilt.comProfessional Services Int'lX11/17/2023Digitally signed by Baltazar BedollaDate: 2023.11.06 13:31:59-08'00' RB Number Operator Project Name Office Location Delivery Comment Plant Status Report Type RedBuilt™ Open-Web Products Trusses Quantity Type Series Depth(s) Appl. Profile Clear Span Pr. Length Pr. Load Fastnrs. Left Fastnrs. Right Footage Notes 11 H1 Red-H 48 125% Parallel 55'-0.50" 56.0 214.9 2-5/8"x4 2-5/8"x4 616.0 1 H2 Red-H 48 125% Parallel 55'-0.50" 56.0 218.0 2-5/8"x4 2-5/8"x4 56.0 2 H2W Red-H 48 125% Parallel 55'-0.50" 56.0 218.0 2-5/8"x4 2-5/8"x4 112.0 3 H3 Red-H 48 125% Parallel 55'-0.50" 56.0 211.3 2-5/8"x4 2-5/8"x4 168.0 2 H3W Red-H 48 125% Parallel 55'-0.50" 56.0 203.7 2-5/8"x4 2-5/8"x4 112.0 19 • • • • Red-H • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 1064.0 RedBuilt™ Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 40 2x8 40.000 (in) Net 5.75 Red-H - Z-Clip 48 Bearing Clip RedBuilt™ Open-Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 192 2x4 RedBuilt™ Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 8 W6 24 Red-M/H 56 W6 48 Red-M/H RedBuilt™ Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes 38 61 B2 61.000 Wind Uplift 30"+ 42.5 RedBuilt™ Products Plywood Edge Blocking Quantity Type Size Length Z-Clips Grade Spacing Series Notes 26 2x4 24.000 One End 24 Red-H 182 2x4 44.188 Both Ends 48 Red-H Hardware Quantity Type Description Notes 1.0 lb 8dx1.5" Nails (0.131"x1.5") 7.0 lb 10dx1.5" Nails (0.148"x1.5") 76 5/8" x 4" Lag Screw 26 PEB Z-Clip (1.5") 16 A35 Framing Anchor Material List 135613 JMN 7-Eleven - Lake Elsinore Delaware Lake Elsinore, CA D1: Roof Chino Approved For Production Customer 1 of 1 11/5/2023, 8:29 PM TeamBuilder 4.46 135613 Material List D1: 135613 7-Eleven - Lake Elsinore Approved For Production RedOpenWeb™ v5.0.30 11/5/2023 8:16:20 PM PAGE 1 Project: 7-Eleven #41237 Type: H1 Location: Lake Elsinore, CA Qty: 11 Delivery: R1 Project Number: 135613 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 32.00" 2.00" Min. Gap 7.25" All dimensions are horizontal. 1 0.50" 32.00" 2.00" Min. Gap 7.25" Product diagram is conceptual. Reference Span = 56' 4.000" 48.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 55' 0.500" Top Chord Slope = -.5/12 LOADS Analysis for Open-web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 48.000" O.C.-Wind Uplift - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.7 .1 3' 4.000" to 53' 0.000"Replaces TC Net Wind - ULT Point(plf)W(1.60)-667 0 3' 4.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)-667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) LOAD GROUP #2 @ 48.000" O.C.-6th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Uniform(plf)R(1.25)0 44 9.750" to 29' 8.000"Adds to BC Soffit @80% Point(plf)R(1.25)0 55 29' 8.000"Adds to BC, on chord(s)Soffit Point(plf)R(1.25)0 55 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 232 41' 0.000"Adds to TC, on chord(s)CNDSR (258#+206#/2) Uniform(plf)R(1.25)0 65 53' 0.000" to 56' 4.000"Adds to TC Return Wall @50% LOAD GROUP #3 @ 48.000" O.C.-9th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Uniform(plf)R(1.25)0 91 0 to 3' 6.000"Adds to TC Return Wall @70% Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Point(lbs)R(1.25)0 75 9' 1.000"Adds to TC, on chord(s)Skylight (150#/2) Point(lbs)R(1.25)0 75 23' 2.000"Adds to TC, on chord(s)Skylight (150#/2) LOAD GROUP #4 @ 48.000" O.C.-3rd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 55' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @60% LOAD GROUP #5 @ 48.000" O.C.-3rd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. RedOpenWeb™ v5.0.30 11/5/2023 8:16:20 PM PAGE 2 Project: 7-Eleven #41237 Type: H1 Location: Lake Elsinore, CA Qty: 11 Delivery: R1 Project Number: 135613 Del. Desc.: Roof TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone LOAD GROUP #6 @ 36.000" O.C.-2nd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #7 @ 36.000" O.C.-2nd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #8 @ 26.000" O.C.-1st from Left (DBL) - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 31' 6.000" to 52' 10.000"Adds to TC Par'l Brace (ULT) @50% LOAD GROUP #9 @ 26.000" O.C.-1st from Right (DBL) - Tower Wall, Par'l Brace TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 3' 6.000" to 24' 9.000"Adds to TC Brace (ULT) @50% (1) Location is specified from left reference point unless noted otherwise. (3) All wind (W) loads are Strength based. SUPPORTS LEFT SUPPORT (Angle: 0°)RIGHT SUPPORT (Angle: 0°) Material:Plate(s)Material:Plate(s) Bearing Clip:Z-Clip with base plates Bearing Clip:Z-Clip with base plates Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 98.6% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)7648 W (1.60)-2973 W (1.60)7510 W (1.60)-2970 W (1.60) Live Load (lbs)3854 -3193 3841 -3191 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 1.581" (L/418) Deflection (Live Load)Span: 0.814" (L/811) Center Span Camber: 0.740", Recommended ADDITIONAL NOTES - IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt™ materials and code accepted design values. RedBuilt™ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. - Allowable Stress Design methodology was used for Code IBC analyzing the RedBuilt™ custom products listed above with chords analyzed using RedBuilt™ analysis. - Pricing Load = 214.9 plf OPERATOR INFORMATION Jacob Neiderhouser, Engineer-in-Training, 740-368-4222 Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 13 39.60" 14 @ 47.193" 39.35" 55' 0.124" Left First Web Distance:26.889" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material:2- 2 X 6 2100FB MSR Camber:0.740" Bottom Chord Slope:-0.500/12 15.19"43.875"11 @ 47.165" 43.875"15.19" 48.000" Copyright © 2023 by RedBuilt LLC Red-H™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: 7-Eleven #41237 Truss ID: H1 Location: Lake Elsinore, CA Quantity: 11 Delivery: R1 Project Number: 135613 RedOpenWeb™ v5.0.30 11/5/2023 8:16:20 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 15. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. RedOpenWeb™ v5.0.30 11/5/2023 8:16:35 PM PAGE 1 Project: 7-Eleven #41237 Type: H2 Location: Lake Elsinore, CA Qty: 1 Delivery: R1 Project Number: 135613 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 32.00" 2.00" Min. Gap 7.25" All dimensions are horizontal. 1 0.50" 8.75" 2.00" Min. Gap 7.25" Product diagram is conceptual. Reference Span = 56' 4.000" 48.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 55' 0.500" Top Chord Slope = -.5/12 LOADS Analysis for Open-web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 48.000" O.C.-Wind Uplift - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)-667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)-667 0 3' 4.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)W(1.60)-26.7 .1 3' 4.000" to 53' 0.000"Replaces TC Net Wind - ULT LOAD GROUP #2 @ 48.000" O.C.-6th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Uniform(plf)R(1.25)0 44 9.750" to 29' 8.000"Adds to BC Soffit @80% Point(plf)R(1.25)0 55 29' 8.000"Adds to BC, on chord(s)Soffit Point(plf)R(1.25)0 55 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 232 41' 0.000"Adds to TC, on chord(s)CNDSR (258#+206#/2) Uniform(plf)R(1.25)0 65 53' 0.000" to 56' 3.000"Adds to TC Return Wall @50% LOAD GROUP #3 @ 48.000" O.C.-9th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Uniform(plf)R(1.25)0 91 0 to 3' 6.000"Adds to TC Return Wall @70% Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Point(lbs)R(1.25)0 75 9' 1.000"Adds to TC, on chord(s)Skylight (150#/2) Point(lbs)R(1.25)0 75 23' 2.000"Adds to TC, on chord(s)Skylight (150#/2) LOAD GROUP #4 @ 48.000" O.C.-3rd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 55' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)66.3 133 45' 8.000" to 56' 3.000"Adds to TC Tower Wall @55% LOAD GROUP #5 @ 48.000" O.C.-3rd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. RedOpenWeb™ v5.0.30 11/5/2023 8:16:35 PM PAGE 2 Project: 7-Eleven #41237 Type: H2 Location: Lake Elsinore, CA Qty: 1 Delivery: R1 Project Number: 135613 Del. Desc.: Roof TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone LOAD GROUP #6 @ 36.000" O.C.-2nd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #7 @ 36.000" O.C.-2nd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 3.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #8 @ 26.000" O.C.-1st from Left (DBL) - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 31' 6.000" to 52' 10.000"Adds to TC Par'l Brace (ULT) @50% LOAD GROUP #9 @ 26.000" O.C.-1st from Right (DBL) - Tower Wall, Par'l Brace TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 3' 6.000" to 24' 9.000"Adds to TC Brace (ULT) @50% (1) Location is specified from left reference point unless noted otherwise. (3) All wind (W) loads are Strength based. SUPPORTS LEFT SUPPORT (Angle: 0°)RIGHT SUPPORT (Angle: 0°) Material:Plate(s)Material:Plate(s) Bearing Clip:Z-Clip with base plates Bearing Clip:Z-Clip with base plates Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 98.1% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)7648 W (1.60)-2973 W (1.60)7113 W (1.60)-3040 W (1.60) Live Load (lbs)3849 -3196 3684 -3188 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 1.581" (L/418) Deflection (Live Load)Span: 0.814" (L/811) Center Span Camber: 0.740", Matched to H1 ADDITIONAL NOTES - IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt™ materials and code accepted design values. RedBuilt™ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. - Allowable Stress Design methodology was used for Code IBC analyzing the RedBuilt™ custom products listed above with chords analyzed using RedBuilt™ analysis. - Pricing Load = 218.0 plf OPERATOR INFORMATION Jacob Neiderhouser, Engineer-in-Training, 740-368-4222 Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 13 39.60" 14 @ 47.193" 16.08" 55' 0.124" Left First Web Distance:26.889" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material:2- 2 X 6 2100FB MSR Camber:0.740" Bottom Chord Slope:-0.500/12 15.19"43.875"11 @ 47.165" 43.875"15.19" 48.000" Copyright © 2023 by RedBuilt LLC Red-H™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: 7-Eleven #41237 Truss ID: H2 Location: Lake Elsinore, CA Quantity: 1 Delivery: R1 Project Number: 135613 RedOpenWeb™ v5.0.30 11/5/2023 8:16:35 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 15. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. RedOpenWeb™ v5.0.30 11/5/2023 8:16:50 PM PAGE 1 Project: 7-Eleven #41237 Type: H2W Location: Lake Elsinore, CA Qty: 2 Delivery: R1 Project Number: 135613 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 32.00" 2.00" Min. Gap 7.25" All dimensions are horizontal. 1 0.50" 8.75" 2.00" Min. Gap 7.25" Product diagram is conceptual. Reference Span = 56' 4.000" 48.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 55' 0.500" Top Chord Slope = -.5/12 LOADS Analysis for Open-web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 26.000" O.C.-Wind Uplift @ DBL - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)-667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)W(1.60)-26.7 .1 10' 9.000" to 53' 0.000"Replaces TC Net Wind - ULT Uniform(plf)W(1.60)-167 0 31' 6.000" to 53' 0.000"Adds to TC Brace (ULT) @50% /2 LOAD GROUP #2 @ 48.000" O.C.-6th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Uniform(plf)R(1.25)0 44 9.750" to 29' 8.000"Adds to BC Soffit @80% Point(plf)R(1.25)0 55 29' 8.000"Adds to BC, on chord(s)Soffit Point(plf)R(1.25)0 55 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 232 41' 0.000"Adds to TC, on chord(s)CNDSR (258#+206#/2) Uniform(plf)R(1.25)0 65 53' 0.000" to 56' 3.000"Adds to TC Return Wall @50% LOAD GROUP #3 @ 48.000" O.C.-9th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Uniform(plf)R(1.25)0 91 0 to 3' 6.000"Adds to TC Return Wall @70% Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Point(lbs)R(1.25)0 75 9' 1.000"Adds to TC, on chord(s)Skylight (150#/2) Point(lbs)R(1.25)0 75 23' 2.000"Adds to TC, on chord(s)Skylight (150#/2) LOAD GROUP #4 @ 48.000" O.C.-3rd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 55' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)67 134 45' 8.000" to 56' 3.000"Adds to TC Tower Wall @55% LOAD GROUP #5 @ 48.000" O.C.-3rd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. RedOpenWeb™ v5.0.30 11/5/2023 8:16:50 PM PAGE 2 Project: 7-Eleven #41237 Type: H2W Location: Lake Elsinore, CA Qty: 2 Delivery: R1 Project Number: 135613 Del. Desc.: Roof TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone LOAD GROUP #6 @ 36.000" O.C.-2nd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #7 @ 36.000" O.C.-2nd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 3.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #8 @ 26.000" O.C.-1st from Left (DBL) - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 31' 6.000" to 52' 10.000"Adds to TC Par'l Brace (ULT) @50% LOAD GROUP #9 @ 26.000" O.C.-1st from Right (DBL) - Tower Wall, Par'l Brace TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 3' 6.000" to 24' 9.000"Adds to TC Brace (ULT) @50% (1) Location is specified from left reference point unless noted otherwise. (3) All wind (W) loads are Strength based. SUPPORTS LEFT SUPPORT (Angle: 0°)RIGHT SUPPORT (Angle: 0°) Material:Plate(s)Material:Plate(s) Bearing Clip:Z-Clip with base plates Bearing Clip:Z-Clip with base plates Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 98.1% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)7648 W (1.60)-957 W (1.60)7128 W (1.60)-3187 W (1.60) Live Load (lbs)3849 -1205 3689 -3283 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 1.581" (L/418) Deflection (Live Load)Span: 0.814" (L/811) Center Span Camber: 0.740", Matched to H2 ADDITIONAL NOTES - IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt™ materials and code accepted design values. RedBuilt™ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. - Allowable Stress Design methodology was used for Code IBC analyzing the RedBuilt™ custom products listed above with chords analyzed using RedBuilt™ analysis. - Pricing Load = 218.0 plf OPERATOR INFORMATION Jacob Neiderhouser, Engineer-in-Training, 740-368-4222 Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 13 39.60" 14 @ 47.193" 16.08" 55' 0.124" Left First Web Distance:26.889" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material:2- 2 X 6 2100FB MSR Camber:0.740" Bottom Chord Slope:-0.500/12 15.19"43.875"11 @ 47.165" 43.875"15.19" 48.000" Copyright © 2023 by RedBuilt LLC Red-H™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: 7-Eleven #41237 Truss ID: H2W Location: Lake Elsinore, CA Quantity: 2 Delivery: R1 Project Number: 135613 RedOpenWeb™ v5.0.30 11/5/2023 8:16:50 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 15. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. RedOpenWeb™ v5.0.30 11/5/2023 8:17:17 PM PAGE 1 Project: 7-Eleven #41237 Type: H3 Location: Lake Elsinore, CA Qty: 3 Delivery: R1 Project Number: 135613 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 8.75" 2.00" Min. Gap 7.25" All dimensions are horizontal. 1 0.50" 32.00" 2.00" Min. Gap 7.25" Product diagram is conceptual. Reference Span = 56' 4.000" 48.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 55' 0.500" Top Chord Slope = -.5/12 LOADS Analysis for Open-web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 48.000" O.C.-Wind Uplift - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)-667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)-667 0 3' 4.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)W(1.60)-26.7 .1 3' 4.000" to 53' 0.000"Replaces TC Net Wind - ULT LOAD GROUP #2 @ 48.000" O.C.-6th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Uniform(plf)R(1.25)0 44 9.750" to 29' 8.000"Adds to BC Soffit @80% Point(plf)R(1.25)0 55 29' 8.000"Adds to BC, on chord(s)Soffit Point(plf)R(1.25)0 55 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 232 41' 0.000"Adds to TC, on chord(s)CNDSR (258#+206#/2) Uniform(plf)R(1.25)0 65 53' 0.000" to 56' 4.000"Adds to TC Return Wall @50% LOAD GROUP #3 @ 48.000" O.C.-9th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Uniform(plf)R(1.25)0 91 0 to 3' 6.000"Adds to TC Return Wall @70% Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Point(lbs)R(1.25)0 75 9' 1.000"Adds to TC, on chord(s)Skylight (150#/2) Point(lbs)R(1.25)0 75 23' 2.000"Adds to TC, on chord(s)Skylight (150#/2) LOAD GROUP #4 @ 48.000" O.C.-3rd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 55' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)500 0 45' 8.000"Adds to TC, on chord(s)Tower Post @50% (ULT) Uniform(plf)R(1.25)60 120 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @50% Uniform(plf)R(1.25)0 21 4' 4.000" to 34' 0.000"Adds to BC Soffit (35 PLF) @ 40% LOAD GROUP #5 @ 36.000" O.C.-2nd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. RedOpenWeb™ v5.0.30 11/5/2023 8:17:17 PM PAGE 2 Project: 7-Eleven #41237 Type: H3 Location: Lake Elsinore, CA Qty: 3 Delivery: R1 Project Number: 135613 Del. Desc.: Roof LOAD GROUP #6 @ 36.000" O.C.-2nd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)R(1.25)0 21 4' 4.000" to 34' 0.000"Adds to BC Soffit (35 PLF) @ 60% LOAD GROUP #7 @ 26.000" O.C.-1st from Left (DBL) - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 31' 6.000" to 52' 10.000"Adds to TC Par'l Brace (ULT) @50% LOAD GROUP #8 @ 26.000" O.C.-1st from Right (DBL) - Tower Wall, Par'l Brace TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 3' 6.000" to 24' 9.000"Adds to TC Brace (ULT) @50% (1) Location is specified from left reference point unless noted otherwise. (3) All wind (W) loads are Strength based. SUPPORTS LEFT SUPPORT (Angle: 0°)RIGHT SUPPORT (Angle: 0°) Material:Plate(s)Material:Plate(s) Bearing Clip:Z-Clip with base plates Bearing Clip:Z-Clip with base plates Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 96.5% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)6421 R (1.25)-3043 W (1.60)7243 W (1.60)-2971 W (1.60) Live Load (lbs)2736 -3190 3712 -3194 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 1.581" (L/418) Deflection (Live Load)Span: 0.814" (L/811) Center Span Camber: 0.740", Matched to H1 ADDITIONAL NOTES - IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt™ materials and code accepted design values. RedBuilt™ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. - Allowable Stress Design methodology was used for Code IBC analyzing the RedBuilt™ custom products listed above with chords analyzed using RedBuilt™ analysis. - Pricing Load = 211.3 plf OPERATOR INFORMATION Jacob Neiderhouser, Engineer-in-Training, 740-368-4222 Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 13 16.33"14 @ 47.193" 39.35" 55' 0.124" Left First Web Distance:23.596" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material:2- 2 X 6 2100FB MSR Camber:0.740" Bottom Chord Slope:-0.500/12 15.19"12 @ 47.165" 43.875"15.19" 48.000" Copyright © 2023 by RedBuilt LLC Red-H™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: 7-Eleven #41237 Truss ID: H3 Location: Lake Elsinore, CA Quantity: 3 Delivery: R1 Project Number: 135613 RedOpenWeb™ v5.0.30 11/5/2023 8:17:17 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 15. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. RedOpenWeb™ v5.0.30 11/5/2023 8:24:38 PM PAGE 1 Project: 7-Eleven #41237 Type: H3W Location: Lake Elsinore, CA Qty: 2 Delivery: R1 Project Number: 135613 Del. Desc.: Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 8.75" 2.00" Min. Gap 7.25" All dimensions are horizontal. 1 0.50" 32.00" 2.00" Min. Gap 7.25" Product diagram is conceptual. Reference Span = 56' 4.000" 48.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 55' 0.500" Top Chord Slope = -.5/12 LOADS Analysis for Open-web Member Supporting ROOF Structural Classification. Loads (psf): 20 Roof at 125% duration, 15 Dead (top chord), 0 Dead (bottom chord), @ 48.000" O.C. and: LOAD GROUP #1 @ 25.000" O.C.-Wind Uplift @ DBL - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)-667 0 3' 4.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)W(1.60)-23.4 .1 3' 4.000" to 53' 0.000"Replaces TC Net Wind - ULT Uniform(plf)W(1.60)-167 0 3' 4.000" to 24' 6.000"Adds to TC Brace (ULT) @50% /2 LOAD GROUP #2 @ 48.000" O.C.-6th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 1' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Uniform(plf)R(1.25)0 44 9.750" to 29' 8.000"Adds to BC Soffit @80% Point(plf)R(1.25)0 55 29' 8.000"Adds to BC, on chord(s)Soffit Point(plf)R(1.25)0 55 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 232 41' 0.000"Adds to TC, on chord(s)CNDSR (258#+206#/2) Uniform(plf)R(1.25)0 65 53' 0.000" to 56' 4.000"Adds to TC Return Wall @50% LOAD GROUP #3 @ 48.000" O.C.-9th from Left - Soffit, Solar Zone, CNDSR, Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 53' 0.000"Adds to TC, on chord(s)Brace (ULT) Uniform(psf)R(1.25)0 5 14' 0.000" to 36' 6.000"Adds to TC Solar Zone Point(plf)R(1.25)0 40 41' 0.000"Adds to BC, on chord(s)Soffit Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Uniform(plf)R(1.25)0 91 0 to 3' 6.000"Adds to TC Return Wall @70% Point(lbs)R(1.25)0 188 41' 0.000"Adds to TC, on chord(s)CNDSR (375#/2) Point(lbs)R(1.25)0 75 9' 1.000"Adds to TC, on chord(s)Skylight (150#/2) Point(lbs)R(1.25)0 75 23' 2.000"Adds to TC, on chord(s)Skylight (150#/2) LOAD GROUP #4 @ 48.000" O.C.-3rd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)W(1.60)667 0 55' 0.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)500 0 45' 8.000"Adds to TC, on chord(s)Tower Post @50% (ULT) Uniform(plf)R(1.25)60 120 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @50% LOAD GROUP #5 @ 36.000" O.C.-2nd from Left - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 10' 9.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 0 to 10' 9.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. RedOpenWeb™ v5.0.30 11/5/2023 8:24:38 PM PAGE 2 Project: 7-Eleven #41237 Type: H3W Location: Lake Elsinore, CA Qty: 2 Delivery: R1 Project Number: 135613 Del. Desc.: Roof LOAD GROUP #6 @ 36.000" O.C.-2nd from Right - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 36' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 41' 2.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)W(1.60)600 0 45' 8.000"Adds to TC, on chord(s)Tower Post @60% (ULT) Uniform(plf)R(1.25)72 144 45' 8.000" to 56' 4.000"Adds to TC Tower Wall @60% Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall LOAD GROUP #7 @ 26.000" O.C.-1st from Left (DBL) - Tower Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 52' 10.000"Adds to TC, on chord(s)Brace (ULT) Point(lbs)R(1.25)0 217 23' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(lbs)R(1.25)0 217 28' 0.000"Adds to TC, on chord(s)RTU (1300#/6) Point(plf)R(1.25)120 300 10' 9.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 31' 6.000" to 52' 10.000"Adds to TC Par'l Brace (ULT) @50% LOAD GROUP #8 @ 26.000" O.C.-1st from Right (DBL) - Tower Wall, Par'l Brace TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)667 0 3' 6.000"Adds to TC, on chord(s)Brace (ULT) Point(plf)R(1.25)120 300 45' 8.000"Adds to TC, on chord(s)Tower Wall Uniform(plf)W(1.60)334 0 3' 6.000" to 24' 9.000"Adds to TC Brace (ULT) @50% (1) Location is specified from left reference point unless noted otherwise. (3) All wind (W) loads are Strength based. SUPPORTS LEFT SUPPORT (Angle: 0°)RIGHT SUPPORT (Angle: 0°) Material:Plate(s)Material:Plate(s) Bearing Clip:Z-Clip with base plates Bearing Clip:Z-Clip with base plates Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 96.5% (Design / Allowable) Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)6421 R (1.25)-3052 W (1.60)7034 W (1.60)-1162 W (1.60) Live Load (lbs)2736 -3129 3712 -1279 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 1.581" (L/418) Deflection (Live Load)Span: 0.814" (L/811) Center Span Camber: 0.740", Matched to H3 ADDITIONAL NOTES - IMPORTANT! The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt™ materials and code accepted design values. RedBuilt™ Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774 and LABC/LARC Supplement, DSA. - Allowable Stress Design methodology was used for Code IBC analyzing the RedBuilt™ custom products listed above with chords analyzed using RedBuilt™ analysis. - Pricing Load = 203.7 plf OPERATOR INFORMATION Jacob Neiderhouser, Engineer-in-Training, 740-368-4222 Copyright © 2023 by RedBuilt LLC RedBuilt™, RedOpenWeb™, Red-L™, Red-LM™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™ are trademarks of RedBuilt LLC, Boise ID, USA. DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 13 16.33"14 @ 47.193" 39.35" 55' 0.124" Left First Web Distance:23.596" Top Chord Material: 2- 2 X 6 2100FB MSR Bottom Chord Material:2- 2 X 6 2100FB MSR Camber:0.740" Bottom Chord Slope:-0.500/12 15.19"12 @ 47.165" 43.875"15.19" 48.000" Copyright © 2023 by RedBuilt LLC Red-H™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: 7-Eleven #41237 Truss ID: H3W Location: Lake Elsinore, CA Quantity: 2 Delivery: R1 Project Number: 135613 RedOpenWeb™ v5.0.30 11/5/2023 8:24:38 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 15. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. Slotted truss clip by others to bottom of truss, each side of wall. Do not nail clip to wall. Note: Double chord truss similar Non-load bearing partition wall Distance "X" (gap between wall & truss) Spacing of clips and blocks per EOR STANDARD INSTALLATION DETAILS Recommended Attachment for Non-load Bearing Partitions Under Roof Under Floor Distance "X" Span 0'-20' 20'-40' 40'-60' "X" 1 1/4'' 2 1/2'' 4'' Span 0'-20' 20'-40' 40'-60' "X" 3/4'' 1 1/4'' 2'' Note: Double chord truss similar 2-10dx3" nails each end Fit blocks to allow for movement 2x4 blocks (or multiple blocks) nailed to brace Non-load bearing partition wall Distance "X" (gap between wall & brace) Support member by others Note: Double chord truss similar (2) 2x on edge by others (spanning a min. of 2 panel points). Install one bolt above each bottom chord pin to hold 2x's in place. Support Detail for Loads Supported from Bottom Chord Load (Maximum load and location shall be in accordance with approved truss calculations) Bottom Chord Nailer Nailer per plan. Attach to truss bottom chord with 2-10dx3" nails min. Splice nailer together with 3-10dx3" nails each side through 2x4x24" block (12" on either side of splice) Strongback bridging per plan with approximate 12" lap Note: Double chord truss (Red-S) similar Strongback bridging per plan with approximate 12" lap Field bend bridging clip before nailing to bridging row 5-10dx1 1/2" nails by RB 5-16dx3 1/2" nails, clinched, by others 4 3/8"± Red-L™, Red-W™ and Red-S™ Strongback Bridging Red-M™ and Red-H™ Strongback Bridging Red-L™ and Red-W™ Cross Bracing (Truss to Bridging)Red-S™, Red-M™ and Red-H™ Cross Bracing (Truss to Nailer) CLEAR SPAN IS THE HORIZONTAL DISTANCE BETWEEN THE INSIDE FACE OF BEARING SURFACES. (ACTUAL BEARING CONDITION AND TRUSS SERIES MAY VARY) Guidelines for Open Web "Clear Spans" 5-16dx3 1/2" nails, clinched, by others Clip installed by RB INSTALLATION NOTE: Metal cross bracing will or will not occur at every truss space. See plan sheet(s) for cross bracing locations. INSTALLATION NOTE: Metal cross bracing will or will not occur at every truss space. See plan sheet(s) for cross bracing locations. 6-10dx1 1/2" nails by RB each end Metal cross bracing by RB 2x bridging row. See plan for location. See installation sheet for additional information. 2" min. from pin location 2" min. from pin location 2x4 nailer by RB attach to truss bottom chord with 2-10dx3" nails min. 6-10dx1 1/2" nails by RB each end Metal cross bracing by RB Splice nailer together with 3-10dx3" nails each side through 2x4x24" block (12" on either side of splice) 40º± 8 8A 30º 8D 8E 8B 8C 8F 8G 8H 5-10dx1 1/2'' nails by RB CLEAR SPAN CLEAR SPAN PRODUCT HANDLING WARNING Workers should stay clear when cutting the banding to avoid possible injury from flying banding or toppling trusses. CAUTION DO NOT hit webs with forklift forks. Bent or dented webs must be replaced. INSTALLATION BRACING • Trusses will be delivered to the jobsite in bundles of twenty or fewer, banded together for handling and shipment. To avoid damage they should be left in these bundles until they are ready to be installed in the structure. • Miscellaneous hardware such as bearing angles, lag screws, bolts and nails as required for each specific job will be shipped in bags or boxes with the trusses. • Bridging material and pre-cut blocking items, if supplied by RedBuilt TM , will be bundled and banded. • Always set truss bundles on stickers placed at the truss pin locations. Never store trusses flat or set trusses directly on the ground or in contact with standing water. • Cover truss bundles with paper wrap or canvas tarps to protect them from the weather. Do not use plastic covers as they will cause moisture to accumulate on the trusses. Prolonged exposure to the elements harms the appearance and strength of the trusses. PRODUCT STORAGE Damaged trusses must be repaired or replaced 1 5 THIS NOT THIS 2 THIS NOT THIS 4 MATERIAL IDENTIFICATION A. Strut Bracing is tubular steel with flattened ends supplied with all open-web trusses (Simpson HRS12 supplied for 12" OC systems). Strut bracing to be installed as each truss is set. See sections 5A -5D. B. Plywood Edge Blocking is provided by RedBuilt™ on some projects and used for nailing sheathing edges. Edge blocking does not take the place of strut bracing and will not prevent trusses from bowing. I nstall edge blocking after strut bracing (installation bracing) is in place and immediately prior to laying sheathing. C. 2x4 Starter Struts supplied by contractor with framing anchors each end (shipped loose) supplied by RedBuilt™. Flatten speed prong and fold portion of vertical tab around end of 2x4. Attach with 6-8dx2 1/2"x1 1/2" nails each end. See sections 5A and 5D. D. Cross Bracing is provided for most bottom-bearing locations. Cross bracing to be installed as each truss is set. Contractor to bend ends prior to installation. RedBuilt™ Open-Web Truss Product Sections -Refer to plan for series and depth No tab for single-chord trusses Without correctly installed bracing, trusses can bow and roll over, causing death, serious personal injury, or property damage. Brace EACH truss as it is placed DO NOT walk on the trusses until all truss bearings and bracing have been permanently attached. Injury may result. DO NOT stack building materials on trusses before all truss bearings and bracing have been permanently attached. See section 7 2x4 starter strut by contractor, with framing anchors supplied by RedBuilt™. See section 5D. Installation bracing required, strut bracing supplied by RedBuilt™. See plan and section 5B for number of rows required. See section 6 for truss alignment. Red-S truss shown (typical). details for other open-web trusses similar. Beam, wall, or ledger support (typical) Starting Bracing: Laterally braced end wall or beam Starting Bracing -No laterally braced end wall or beam Laterally braced end wall, beam or ledger 5A 5B Intermediate Bracing -Middle of bay5C 5D Typical strut brace conditions Installation bracing required, strut bracing supplied by RedBuilt™. See plan and table above for number of rows required. See section 6 for truss alignment. Sheath and nail per project architect, engineer, or local building code. See section 3 for allowable nailing. Strut Bracing Row Spacing Red-STM Red-LTM,Red-M TM,Red-HTM Red-WTM 10' OC 12' OC 14' OC 2x4 starter strut by contractor, with framing anchors supplied by RedBuilt™ 2x4 with two 10dx3" nails at each truss, by contractor 10dx11/2" nails supplied by RedBuilt™ Roof strut bracing - attach to top of truss top chord Floor strut bracing - attach to underside of truss top chord Typ at floor Typ at roof Typ at odd spacing Installation bracing required, strut bracing supplied by RedBuilt™. See plan and section 5B for number of rows required. See section 6 for truss alignment. Sheath and nail per project architect, engineer, or local building code. See section 3 for allowable nailing. Truss Chord Alignment Tolerance To provide proper performance, trusses should not vary more than 1/2" from a straight line Bottom chord of truss should not be out of square with deck by more than 1/4" per 12" of truss depth (e.g. 1/2" for 24" deep truss) *1/2" maximum overhang for Red-M series trusses with z-clip or pedestal bearing hardware 1/4" maximum overhang* for all truss bearing hardware Vertical Alignment Tolerance Overhang Tolerance at Bearing (Red-STM bearing shown) DO NOT allow workers or materials on the trusses until all truss bearings and bracing have been permanently attached. See section 5. • DO NOT cut, drill or damage the chords or webs. • DO NOT remove steel pins or webs (even temporarily). • DO NOT make field modifications to trusses without written approval of RedBuilt™. FIELD MODIFICATION OF TRUSSES NOT PERMITTED A. B. C. D. Single 1 1/2"x3 1/2" Chord Single 1 1/2"x4 3/4" Chord Double 1 1/2"x2 5/16" Chord Double 1 1/2"x3 1/2" Chord Double 1 1/2"x5 1/2" Chord Red-LTM Red-WTM Red-STM Red-MTM Red-HTM Typ at end wall WARNING If you have questions or concerns: Call your RedBuilt™ Representative directly, or for general customer service call (866) 859-6757 Sheet R001 1/2" maximum OPEN-WEB TRUSS INSTALLATION INFORMATION Rev 10/20 WARNING Installation bracing and procedures, as well as the safety of workers, are the responsibility of the installer. The installer should make sure that this installation information is understood by all persons involved in the truss installation. NOTICE INSTALLATION TOLERANCES PERMITTED 7 6 STACKING MATERIAL THIS CAUTION: Maximum of 3 sheets of sheathing per 10 feet of truss length. NOT THIS NAILING OF SHEATHING TO TOP CHORD MEMBERS3 Chord members Nailing pattern per plans and specifications. nail spacing should never exceed 24" on-center in either chord member. do not use nails smaller than 8dx21/2" or larger than 16dx31/2". Sheathing Maximum Nail Spacing Widest spacing for nails in each chord member is 24" oc (1) 14 gauge staples may be a direct substitute for 8dx2 1/2" nails if a minimum penetration of 1" into the flange is maintained. (2) Minimum spacing must be 5" for 4 rows of nails. (3) Spacing may be reduced to 5" where nail penetration does not exceed 1 3/8". If more than one row of nails is used, offset rows at least 1/2" and stagger. Maintain 3/8" minimum edge distance. Nail Size Red-LTM Red-WTM Red-STM Red-M TM Red-HTM RedLamTM LVL Narrow Face Minimum Nail Spacing .113" x 2 1/2" .131" x 2 1/2" .128" x 3" .148" x 3" .128" x 3 1/4" .148" x 3 1/4" .135" x 3 1/2" .148" x 3 1/4" .162" x 3 1/2" 4" 6" 4" 6" 2" 2" 3" 3" 6" 6" 2" 2 1/2" 6" 6" 3" 4" (2) 6" 6" 6" 6" 2" 2 1/2" 3" 4" (2) 6" 6" 8" 6" 6" 8" 2 1/2" 2 1/2" 4" 3" 4" (2) 8" (3) For allowable holes and fasteners information please scan the QR code or use the link below to access page number 3 of sprinkler system installation guide For product warranty information please scan the QR code or use the link below to access the form https://www.redbuilt.com/SprinklerSystemInstallationGuide https://www.redbuilt.com/ProductWarranty IMPORTANT Nailing closer than specified may cause the chords to split. ATTENTION BUILDER Enclosed is IMPORTANT information on how to safely and properly install RedBuiltTM Joists. Personal injury or death may result from failure to read and follow this information. Red-ITM , Red-I45TM , Red-I45LTM , Red-I58TM , Red-I65TM , Red-I90TM , Red-I90HTM , Red-I90HSTM , Red-LTM , Red-WTM , Red-STM , Red-MTM , Red-HTM , RedLamTM are trademarks of RedBuilt, LLC.11/5/2023 8:25:42 PMRedBuilt, LLC •ALL NAILS SPECIFIED IN FRAMING PACKAGE TO BE "COMMON" NAILS UNLESS NOTED OTHERWISE. USE PROPER SIZE NAILS TO FILL ALL NAILS HOLES IN BEARING CLIPS, BRIDGING CLIPS. BRACING, ETC. •DO NOT SCALE DRAWINGS: WRITTEN DIMENSIONS TAKE PRECEDENCE. •MANUFACTURER'S RESPONSIBILITY IS ONLY FOR THE DESIGN OF THE REDBUILT™ PRODUCTS AND NOT FOR ANY SUPPORTING STRUCTURE OR LOADS OTHER THAN INDICATED HEREIN. ALL MATERIALS SHALL BE SUPPLIED BY OTHERS, UNLESS SPECIFICALLY NOTED AS "BY RB" OR "BY REDBUILT™" HEREIN. •STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY RB'. REFER TO THE CONTRACT DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. •REFER TO CURRENT SIMPSON STRONG TIE® LITERATURE FOR HANGER SPECIFIC INSTALLATION INSTRUCTIONS. •FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. GENERAL INFORMATION DRAWING NOTES & LEGEND DESIGN INFORMATION ALL MISCELLANEOUS ITEMS (SPRINKLER LINES, SOFFIT, DUCTWORK, ELECTRICAL CONDUITS, ETC.) ARE ASSUMED TO BE INCLUDED IN THE UNIFORM DESIGN DEAD LOAD SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWISE ON THESE SHOP DRAWINGS. PROJECT ASSUMPTIONS ALL OPENINGS (HATCHES, DUCTWORK, SKYLIGHTS, ETC.) ARE ASSUMED TO FIT BETWEEN REGULAR ON-CENTER SPACING AS SHOWN, UNLESS SPECIFICALLY SHOWN OTHERWI SE ON THESE SHOP DRAWINGS. DESIGN CONSIDERATIONS ADDITIONAL LOADING PROJECT 3D VIEW •SEE I -JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING RED-I JOISTS: • A# -I45 • B# -I45L • C# -I53 • D# -I58 • E# -I65 • F# -I90 • J# -I90H • K# -I90HS TAPERED RED-I JOISTS: • X# -TAPERED I45 • Y# -TAPERED I65 • Z# -TAPERED I90 RED-I JOIST SUB-TYPE CALLOUTS (I.E. F4D): • D -FACTORY ASSEMBLED DOUBLE JOIST OPENWEB TRUSSES: • H# -RED-H • L# -RED-L • M# -RED-M • S# -RED-S • W# -RED-W OPENWEB TRUSS SUB-TYPE CALLOUTS (I.E. L3W): • D -FACTORY ASSEMBLED DOUBLE TRUSS WITH LTBs • H -SINGLE TRUSS WITH FACTORY INSTALLED HEADER CLIPS • S -SINGLE TRUSS WITH FACTORY INSTALLED LTBs • W -FACTORY ASSEMBLED WIDE DOUBLE TRUSS WITH LTBs RECTANGULAR SECTION PRODUCTS: • G# -GLULAM BEAMS • P# -PARALLAM BEAMS • R# -REDLAM BEAMS ACCESSORIES: • WS# -WEB STIFFENERS • BP# -BEVELED BEARING PLATES • # -HANGERS • TB## -TENSION BRIDGING • ##.##" -OPENWEB X-BRACING PRODUCT CALLOUT LEGEND APPROVED FOR PRODUCTION ARCHITECT OF RECORD BLOCKING BEAM BY OTHERS CENTERLINE COLUMN DOUBLE DEAD LOAD ENGINEER OF RECORD FRAMING BY OTHERS FACE OF BEAM FACE OF CONCRETE/CMU FACE OF STUD FACE OF SHEATING GENERAL CONTRACTOR HOT-DIPPED GALVANIZED INTERNATIONAL BUILDING CODE POUNDS LIVE LOADS LAMINATED STRAND LUMBER LAMINATED VENEER LUMBER OUT FOR APPROVAL OPEN-WEB TRUSSES BY REDBUILT™ PARTITION LOAD POUNDS PER LINEAL FOOT PLATE POUNDS PER SQUARE FOOT PARALLEL STRANDED LUMBER REDBUILT™ SIMILAR TYPICAL UNLESS NOTED OTHERWISE WIDE FLANGE AFP AOR BLK/BLKG BBO CL COL DBL DL EOR FBO FOB FOC FOS FOSH GC HDG IBC LBS LL LSL LVL OFA OW PL PLF PLT PSF PSL RB SIM TYP UNO WF ABBREVIATIONS ABBREVIATION TERMS FASTENER TYPE FASTENER SIZE FASTENER SIZES FASTENER TYPE FASTENER SIZE FASTENER TYPE FASTENER SIZE 8d (1) 10d 12d 16d .131" x 2.5" .148" x 3" .148" x 3.25" .162" x 3.5" N8 N10 N16 .131" x 1.5" .148" x 1.5" .162" x 2.5" #9SD (2) #10SD (2) .131" x 1.5" .131" x 2.5" .162" x 1.5" .162" x 2.5" NOTE: ALL NAILS ARE COMMON UNO (1) 14 GAUGE STAPLES MAY BE A DIRECT SUBSTITUTE FOR 8d X 2.5" NAILS (2) SD SCREWS PROVIDED BY SIMPSON STRONG-TIE® COMPANY FOR WEB STIFFENERS ONLY -MECHANICAL WEIGHTXXX# -PARAPET BRACE -WALL LOAD #.#'' G# + + + + PLAN SYMBOLS REDBUILT BEARING DETAIL ARCHITECT, STRUCTURAL, MEP DETAIL FRAMING BY OTHERS STEP IN FRAMING SLOPE IN FRAMING ??? ?? ??? ?? ??:12 FBO BUILDING CODE:2019 CBC (2018 IBC) ROOF DESIGN GROUND SNOW LOAD: 8 PSF ROOF LOAD (@ 125%):20 PSF DEAD LOAD: 20 PSF * ADD'L 5 PSF FOR FUTURE SOLAR LOCATIONS. SEE RB ROOF PLACEMENT PLAN FOR FUTURE SOLAR LOCATIONS NET WIND UPLIFT (ASD @ 160%):16 PSF • SPRINKLER LINES ARE ASSUMED TO BE INCLUDED IN DESIGN DEAD LOAD UNLESS NOTED OTHERWISE. • SNOW DRIFTING HAS NOT BEEN CONSIDERED IN DESIGN UNLESS NOTED OTHERWISE FOR ALLOWABLE HOLES, FASTENER INFORMATION OR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC. TO REDBUILT JOIST OR TRUSSES, SCAN THE QR CODE OR USE THE LINK BELOW TO DOWNLOAD A COPY OF OUR "SPRINKLER SYSTEM INSTALLATION GUIDE". FOR PRODUCT WARRANTY INFORMATION PLEASE SCAN THE QR CODE OR USE THE LINK BELOW TO ACCESS THE FORM https://www.redbuilt.com/SprinklerSystemInstallationGuide https://www.redbuilt.com/ProductWarranty CONTINUOUS ROW OF METAL STRUT BRACING BY RB, REQUIRED FOR LATERAL SUPPORT DURING TRUSS INSTALLATION. SEE SECTION 5 OF THE OPEN WEB INSTALLATION SHEET. CONTINUOUS ROW OF 2x4 FLAT BOTTOM CHORD NAILER BY RB. FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAIL 8C ON OPEN WEB INSTALLATION SHEET. NO MORE THAN 8 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING IS REQUIRED. 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS INSTALLATION. SEE SECTION 5 OF THE OPEN WEB INSTALLATION SHEET. INTERMITTENT ROW(S) OF METAL CROSS BRACING BY RB. FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAILS 8F & 8G ON OPEN WEB INSTALLATION SHEET. "#.#" -METAL BRACE LENGTH FROM TIP TO TIP. PRODUCT CALLOUT AND QUANTITY ON PLAN. "XX" -STRUCTURAL MEMBER TYPE CALLOUT (##) -QUANTITY OF STRUCTURAL MEMBERS IN BAY ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM UNLESS NOTED OTHERWISE. THE DESIGN OF REDBUILT PRODUCTS FOR THIS PROJECT IS BASED ON DRY SERVICE CONDITIONS . (AVERAGE EQUILIBRIUM MOISTURE CONTENT OVER A YEAR IS 15% OR LESS AND DOES NOT EXCEED 19%). LOCATION OF GLULAM BEAM. SEE MATERIAL LIST FOR MORE INFORMATI ON. REDBUILT WILL PROVIDE GLULAM BEAMS WITH A 5000' RADIUS CAMBER. V8 BEAMS WILL NOT BE CAMBERED. ALL GLULAM BEAMS AND ANY ASSOCIATED HARDWARE PROVIDED BY REDBUILT ARE SUPPLIED BASED ON THE SPECIFICATION SHOWN IN THE CONTRACT DOCUMENTS. REDBUILT SERVICES FOR THESE ITEMS ARE LIMITED TO PLACEMENT DRAWINGS ONLY. APPLICATION AND ADEQUACY REVIEW OF GLULAM BEAMS ARE THE SOLE RESPONSIBI LITY OF DESIGN PROFESSIONAL OF RECORD AND ARE NOT PROVIDED BY REDBUILT. OPEN-WEB NOTES & LEGEND THIRD PARTY PRODUCTS SOURCED BY REDBUILT XX(##) -SOLAR ZONE (5 PSF) 1 SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE:PROJECTLOCATIONTHINK SAFETY -READ INSTALLATION INFORMATION BEFORE PROCEEDING Red-I TM, Red-I45TM, Red-I45LTM, Red-I58TM, Red-I65TM, Red-I90TM, Red-I90HTM, Red-I90HSTM, Red-LTM, Red-WTM, Red-STM, Red-M TM, Red-HTM, RedLamTM are trademarks of RedBuilt, LLC.200 E. Mallard Drive Boise, Idaho 83706 Phone: (866) 859-6757www.RedBuilt.com11/5/2023 8:25:42 PMC:\Users\jneiderhouser\RedBuilt\135613 7-Eleven - Lake Elsinore (33555 Mission Trail) - General\Design\135613 7-Eleven RVT 1.2.6.rvtR010 PROJECT INFORMATION 135613 JMN BB 10/25/23 10/25/237-Eleven #4123733555 Mission TrailLake Elsinore, CARedBuilt, LLCAPPROVED FOR PRODUCTION Revisions#byDescriptionDate1JMNBack Approvals11/5/23X 11/17/2023 Digitally signed by Baltazar Bedolla Date: 2023.11.06 13:32:18-08'00' H1(11) A A B B 11 2256'-4"73'-4" 143#1300# 200# 200# PARAPET BRACE: ±667 PLF WL (ULT. @ 160%) PARAPET BRACE: ±667 PLF WL (ULT. @ 160%) 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ RETURN WALL: 130 PLF DL TYP. CLEAR SPAN IS THE HORIZONTAL DISTANCE BETWEEN THE INSIDE FACE OF BEARING SURFACES. 6'-9"1'-11"START LAYOUT @ 4' O.C.1'-11"6'-9" 375#167#206#258# 105# 90# 150#150# 150#150# 1300# 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ RETURN WALL: 130 PLF DL TOWER WALL: 300 PLF DL; 120 PLF LL TOWER WALL: 240 PLF DL; 120 PLF LL SOFFIT: 55 PLF DL TOWER WALL POST: ±0.71K (ULT) (SEISMIC @ 160%); ±1K (ULT) (WL @160%) TOWER WALL POST: ±0.71K (ULT) (SEISMIC @ 160%); ±1K (ULT) (WL @160%) SOFFIT: 40 PLF DL RETURN WALL: 130 PLF DL RETURN WALL: 130 PLF DL PARAPET BRACE: ±667 PLF WL (ULT. @ 160%) 1/2:121/2:12TC EXT.2'-8"TC EXT.2'-8"PARAPET BRACE: ±667 PLF WL (ULT. @ 160%) TOWER WALL: 240 PLF DL; 120 PLF LL TOWER WALL: 300 PLF DL; 120 PLF LL H3H3H3H3WRED END OF TRUSS CHORD TOWARD GRID-2 7 3/4"7 3/4"6 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 6 R500 ________________________________________________________________________________________________________________________________________________________________________________________________S99S9 9 S11 2S112 TYP. @ TOWER FRAMING 61"TYP. FACE OF SHEATHING, TYP H2WH2TC EXT.7 1/4"TC EXT.7 1/4"SUPPLIED BY RB @ 4' OC 2X4 PLYWOOD EDGE BLOCKING SOFFIT: 35 PLF DL SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE:PROJECTLOCATIONTHINK SAFETY -READ INSTALLATION INFORMATION BEFORE PROCEEDING Red-I TM, Red-I45TM, Red-I45LTM, Red-I58TM, Red-I65TM, Red-I90TM, Red-I90HTM, Red-I90HSTM, Red-LTM, Red-WTM, Red-STM, Red-M TM, Red-HTM, RedLamTM are trademarks of RedBuilt, LLC.200 E. Mallard Drive Boise, Idaho 83706 Phone: (866) 859-6757www.RedBuilt.com11/5/2023 8:25:42 PMC:\Users\jneiderhouser\RedBuilt\135613 7-Eleven - Lake Elsinore (33555 Mission Trail) - General\Design\135613 7-Eleven RVT 1.2.6.rvtR130 ROOF PLACEMENT PLAN 135613 JMN BB 10/25/23 10/25/237-Eleven #4123733555 Mission TrailLake Elsinore, CARedBuilt, LLCAPPROVED FOR PRODUCTION • SEE SHEET R010 FOR SYMBOLOGY, TAG CALLOUTS AND GENERAL NOTES NOT SHOWN HEREIN. • SEE "MATERIAL LISTS" & "CALCULATION PACKAGE" FOR DETAILED INFORMATION ON MATERIALS HEREIN SUPPLIED BY REDBUILT. RedBuilt™ Open Web - Trusses Quantity Type OW Description Clear Span 11 H1 48" Red-H Parallel 55' - 0 1/2" 1 H2 48" Red-H Parallel 55' - 0 1/2" 2 H2W 48" Red-H Parallel 55' - 0 1/2" 3 H3 48" Red-H Parallel 55' - 0 1/2" 2 H3W 48" Red-H Parallel 55' - 0 1/2"Revisions#byDescriptionDateX 11/17/2023 Digitally signed by Baltazar Bedolla Date: 2023.11.06 13:32:13-08'00' 2x14 LEDGER BY OTHERS (ATTACH TO EACH LOAD TRANSFER BLOCK WITH 4-10d NAILS) FIELD DRILL LEDGER AT LOCATIONS OF TRUSS PIN INTERFERENCE TO ALLOW FOR FLUSH FIT 2x LOAD TRANSFER BLOCK. SEE RB DETAIL 5/R500 FOR INSTALLATION. (PLANT INSTALLED BY RB @ DBL TRUSS ONLY) 2x FRAMING BY OTHERS DBL RED-H TRUSSES WITH LADDER FRAMING ON FLUSH LEDGER SEE BEARING CLIP DETAIL 1/R500 2X8 (5.75" NET HEIGHT) BLOCKING BY RB (BETWEEN TRUSSES) BRACE AND ATTACHMENT BY OTHERS AS OCCURS (SEE PLAN FOR LOCATION AND LOADING) FRAMING BY OTHERS INSTALLATION NOTE: TO PREVENT CHORD SPLITTING, ALL CONNECTIONS TO TRUSS CHORDS MUST BE MIN 6" AWAY FROM PIN. 2x8 STUD WALL BY OTHERS SEE PLAN TRUSS TOP CHORD EXTENSION BY RB AS OCCURS PER PLAN. FIELD TRIM TO LENGTH AS REQUIRED INSTALLATION NOTE: METAL CROSS BRACING WILL OR WILL NOT OCCUR AT EVERY TRUSS SPACE. SEE PLAN SHEET(S) FOR CROSS BRACING LOCATIONS. RED-S, RED-M AND RED-H CROSS BRACING (TRUSS TO NAILER) 2" MIN. FROM PIN LOCATION 6-10dx1 1/2" NAILS BY RB EACH END METAL CROSS BRACING BY RB 2x4 NAILER BY RB ATTACH TO TRUSS BOTTOM CHORD WITH 2-10dx3" NAILS MIN. SPLICE NAILER TOGETHER WITH 3-10dx3" NAILS EACH SIDE THROUGH 2x4x24" BLOCK (12" ON EITHER SIDE OF SPLICE) SUPPORT OF MECHANICAL UNIT LOAD TRANSFER BLOCK SEE DETAIL 5/R500 NOTE: WEIGHT OF MECH. UNIT TO BEAR DIRECTLY OVER PINS ON TOP CHORD OR DIRECTLY OVER LOAD TRANSFER BLOCKS, AS SHOWN. LTB's TO BE LOCATED AT THE BOTTOM PIN NEAREST TO LOADS NOT DIRECTLY ABOVE TOP PINS. (MAXIMUM LOAD AND LOCATION SHALL BE IN ACCORDANCE WITH APPROVED TRUSS CALCULATIONS) MECHANICAL UNIT OR CONCENTRATED LOAD DOUBLE CHORD LOAD TRANSFER BLOCK BY OTHERS 2x(TRUSS CHORD WIDTH) WITH 1 1/2"±x3" NOTCH BY CONTRACTOR. INSTALL DIRECTLY OVER TRUSS BOTTOM CHORD PIN. A34 FRAMING ANCHOR BY CONTRACTOR TIGHT FIELD MEASURE TO VERIFY A SNUG FIT TO 1/8" MAX GAP 1-8dx2 1/2" NAIL, TOE NAILED EACH SIDE OF TRUSS 3"± 1 1/2''± RED-H "Z" CLIP WITH LAGS TOP CHORD BEARING 5/8" DIA x 4" LAG SCREW BY RB 3/4" DIA x 4.5" BOLT AND NUT BY RB 8"-8 1/4"± 5 3/4"± 3 1/2" 1/4" 5 1/2" 3/16" ________________________________________________________________________________________________________________________________________________________________________________________________ R500 7 2X FRAMING AND ATTACHMENTS BY OTHERS 2X LEDGER BY OTHERS. SEE RB DETAIL 7/R500 FOR INSTALLATION 2X8 STUD WALL DBL TRUSS AS OCCURS PER PLAN SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE:PROJECTLOCATIONTHINK SAFETY -READ INSTALLATION INFORMATION BEFORE PROCEEDING Red-ITM , Red-I45TM , Red-I45LTM , Red-I58TM , Red-I65TM , Red-I90TM , Red-I90HTM , Red-I90HSTM , Red-LTM , Red-WTM , Red-STM , Red-MTM , Red-HTM , RedLamTM are trademarks of RedBuilt, LLC.200 E. Mallard Drive Boise, Idaho 83706 Phone: (866) 859-6757www.RedBuilt.com-STRAPS, ANCHORS, CLIPS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVIDED BY OTHERS. HARDWARE SHOWN IS TO BE PROVIDED BY OTHERS UNLESS MARKED 'BY RB.' REFER TO THE CONTRACT DOCUMENTS FOR HARDWARE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS. -SEE I -JOIST INSTALLATION SHEET FOR WEB STIFFENER NAILING. -FOR BEAMS SUPPLIED BY OTHERS, SEE CONTRACT DOCUMENTS FOR SPECIFICATIONS AND OTHER INFORMATION NOT SHOWN HEREIN. -FOR ATTACHMENT OF SPRINKLER LINES, MECHANICAL DUCTS, ETC... TO JOISTS OR TRUSSES, PLEASE SEE "SPRINKLER SYSTEM INSTALLATION GUIDELINES". IF ADDITIONAL COPIES ARE REQUIRED, PLEASE CONTACT REDBUILT OR GO ONLINE TO: HTTP://WWW.REDBUILT.COM 11/5/2023 8:25:43 PMC:\Users\jneiderhouser\RedBuilt\135613 7-Eleven - Lake Elsinore (33555 Mission Trail) - General\Design\135613 7-Eleven RVT 1.2.6.rvtR500 DETAILS 135613 JMN BB7-Eleven #4123733555 Mission TrailLake Elsinore, CARedBuilt, LLCAPPROVED FOR PRODUCTION 10/25/23 10/25/23 3/4" = 1'-0"2 Ref. 1, 2, 3, A, B/S5; 4, 5/S5.1 3/4" = 1'-0"3 OW XBracing 3/4" = 1'-0"4 OW Misc Single 3/4" = 1'-0"5 OW Misc Double Revisions#byDescriptionDate3/4" = 1'-0"1 OW-Red H "Z" Clip 3/4" = 1'-0"6 Ref. 6/S5.1 7 OW Ladder REF: 2/S11 X 11/17/2023 Digitally signed by Baltazar Bedolla Date: 2023.11.06 13:32:07-08'00'