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HomeMy WebLinkAboutFINAL SHOP DRAWINGS - 23-00732 - Good 2 Go - New Commercial BldgROOF FRAMING 1-7 R001- R500 Project Number: Project Name: Current Submittal: Project Description: PROJECT CONTACTS: PROJECT INFORMATION: REFERENCE DOCUMENTS: 200 E. Mallard Drive Boise, Idaho 83706, www.RedBuilt.com Project Address: SHEETSTYPEREVISION#DATEBYDISCIPLINE Architectural Structural Mechanical Our 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 DRAWINGS APPROVED 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, DSA Project Manager: Technical Representative: IMPORTANT (Please Read) 136930 GOOD 2 GO 104 APPROVED FOR PRODUCTION UNIVERSITY BLVD AND 12TH STREET REXBURG, ID 83440 RESIN ARCHITECTURE FROST STRUCTURAL ENGINEERING MUSGROVE ENGINEERING 08/18/23 11/30/23 08/18/23 - - - - - ALL ALL -ALL Josh Gertlar (208) 364-1312 JGertlar@redbuilt.com Jed Low (208) 395-2499 Jlow@redbuilt.com 1 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 79 H1 Red-H 30 115% Parallel 52'-1.00" 53.0 186.1 2-5/8"x3 2-5/8"x3 4187.0 79 • • • • Red-H • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 4187.0 RedBuilt™ Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes 170 2x8 20.375 (in) Net 5.75 Red-H - Z-Clip 24 Chord RedBuilt™ Open-Web Products Bottom Chord Nailer Lineal Ft Type Size Grade Notes 464 2x4 RedBuilt™ Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes 20 W6 16 Red-M/H 276 W6 24 Red-M/H RedBuilt™ Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes 70 B2 36.750 Wind Uplift 30"+ 30 RedLam™ LVL Products LVL Beams Quantity Type Size Length Grade P.E.T.Footage Notes 1 R1 5.25x11.88 8'-0.00" 2.0E No 8.0 5 R2 5.25x11.88 11'-0.00" 2.0E No 55.0 1 R3 5.25x16 14'-0.00" 2.0E No 14.0 1 R4 5.25x16 14'-0.00" 2.0E No 14.0 1 R5 5.25x11.88 14'-0.00" 2.0E No 14.0 1 R9 5.25x11.88 10'-0.00" 2.0E No 10.0 8 • • • • 5.25x11.88 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 87.0 2 • • • • 5.25x16 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 28.0 RedLam™ LVL Products LVL Wall Framing Quantity Type Size Length Grade End Cut Footage Notes 1 R6 5.25x7.25 5'-0.00" 2.0E 5.0 To be used as Header 3 R7 5.25x7.25 6'-0.00" 2.0E 18.0 To be used as Header 2 R8 3.5x5.5 5'-6.00" 2.0E 11.0 To be used as Header 10 RC1 5.25x9.5 14'-0.00" 2.0E 140.0 2 RC2 5.25x9.5 12'-0.00" 2.0E 24.0 4 • • • • 5.25x7.25 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 23.0 2 • • • • 3.5x5.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 11.0 12 • • • • 5.25x9.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 164.0 Note 2 To be used as Header Hardware Quantity Type Description Notes 2.0 lb 8dx1.5" Nails (0.131"x1.5") 19.0 lb 10dx1.5" Nails (0.148"x1.5") 316 5/8"x 3" Lag Screw 32 A35 Framing Anchor Material List 136930 MFG Good 2 Go 104 Remote Rexburg, ID (various)Preliminary: Not For Production All Out For Approval Customer 1 of 1 1/10/2024, 2:42 PM TeamBuilder 4.47 136930 Material List 136930 Good 2 Go 104 Out For Approval 2 RedBuilt™, LLC 200 E Mallard Drive; Boise, Idaho 83706 • Mail: PO Box 60; Boise, Idaho 83707 Ph: (208) 395-2400 • Fx: (208) 395-2443 RedBuilt™ Product Approvals: RedLam™ ESR 2993, Red-I™ Joists: ESR 2994, Open-web trusses (Red-L™, Red-W™, Red-S™, Red-M™, Red-H™): ESR 1774 RedBuilt Calculations Date: 12/11/2023 Project: GOOD 2 GO 104 Location: REXBURG, ID 83440 Job No.: 136930 The professional engineer's seal on this letter is to confirm the RedBuilt products identified on the attached calculation(s) are designed to support the loads shown for the span(s) and spacing(s) indicated. The attached calculation(s) assumes that adequate detailing has been performed by others in accordance with RedBuilt recommendations. I have only reviewed the RedBuilt calculation(s). I have not reviewed the project construction documents or any other project information. The design loads, span(s) and spacing(s) were provided by others. If this information is incorrect or incomplete, notify your RedBuilt Technical Representative, Josh Gertlar (208) 364-1312, immediately. The suitability and application of the identified RedBuilt products for this project are the responsibility of the Design Professional of Record. Calculation(s) included: - Type(s): H1 3 RedOpenWeb™ v5.0.30 12/11/2023 10:10:16 PM PAGE 1 Project: Good 2 Go Type: H1 Location: Rexburg, ID Qty: 79 Delivery: R1 Project Number: 136930 Del. Desc.: <description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 2 0.50" 2.00" Min. Gap 5.50" All dimensions are horizontal. 1 0.50" 2.00" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 53' 0.000" 30.000" Red-H™ OPEN WEB TRUSS Parallel Profile Clear Span = 52' 1.000" Top Chord Slope = -.25/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 20 Dead (top chord), 0 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift - Typ. TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-10.8 .1 0.500" to 52' 11.500"Replaces TC Net Uplift (ULT) Point(plf)W(1.60)-300 0 4' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Point(plf)W(1.60)-300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) LOAD GROUP #2 @ 24.000" O.C.-Soffit Wall, RTU TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 4' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)35 to 0 0 to 0 0.500" to 10' 6.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 35 0 to 0 42' 6.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)W(1.60)0 250 40' 10.000"Adds to TC, on chord(s)RTU (1500#/6) Point(lbs)W(1.60)0 250 47' 8.000"Adds to TC, on chord(s)RTU (1500#/6) Uniform(plf)S(1.15)0 50 7.500" to 41' 0.000"Adds to BC Soffit Wall LOAD GROUP #3 @ 24.000" O.C.-4FL - WC Par'l Drift, Tower Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)21 to 0 0 to 0 11' 3.000" to 17' 0.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 21 0 to 0 46' 0.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)700 425 11' 3.000"Adds to TC, on chord(s)Tower Wall Point(lbs)W(1.60)500 0 11' 3.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) Uniform(psf)S(1.15)15.2 0 11' 3.000" to 52' 11.500"Adds to TC Par'l Drift LOAD GROUP #4 @ 24.000" O.C.-Middle - RTU, Tower Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)35 to 0 0 to 0 3' 4.000" to 13' 4.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 35 0 to 0 43' 0.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)750 450 3' 4.000"Adds to TC, on chord(s)Tower Wall Point(lbs)W(1.60)417 0 3' 4.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) Point(lbs)S(1.15)0 250 39' 6.000"Adds to TC, on chord(s)RTU (1500#/6) Point(lbs)S(1.15)0 250 46' 4.000"Adds to TC, on chord(s)RTU (1500#/6) LOAD GROUP #5 @ 24.000" O.C.-13 from Right - Tower Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)35 to 0 0 to 0 10' 3.000" to 20' 3.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 35 0 to 0 42' 6.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)700 425 10' 3.000"Adds to TC, on chord(s)Tower Wall Point(lbs)W(1.60)500 0 10' 3.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) 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.4 RedOpenWeb™ v5.0.30 12/11/2023 10:10:16 PM PAGE 2 Project: Good 2 Go Type: H1 Location: Rexburg, ID Qty: 79 Delivery: R1 Project Number: 136930 Del. Desc.: <description> LOAD GROUP #6 @ 24.000" O.C.-12 from Right - Tower Wall TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)35 to 0 0 to 0 10' 3.000" to 20' 3.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 35 0 to 0 42' 6.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)350 213 10' 3.000"Adds to TC, on chord(s)Tower Wall @50% Point(lbs)W(1.60)250 0 10' 3.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) Uniform(plf)S(1.15)70 90 0.500" to 10' 3.000"Adds to TC Par'l Tower Wall Uniform(plf)W(1.60)100 0 0.500" to 10' 3.000"Adds to TC Par'l Tower Wall (ULT) Uniform(psf)S(1.15)35 0 0.500" to 10' 3.000"Adds to TC Par'l Drift LOAD GROUP #7 @ 16.000" O.C.-1FL - Par'l Drift/Tower TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)5 to 0 0 to 0 11' 3.000" to 14' 0.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 5 0 to 0 49' 0.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)700 425 11' 3.000"Adds to TC, on chord(s)Tower Wall Point(lbs)W(1.60)500 0 11' 3.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) Uniform(psf)S(1.15)30.3 0 11' 3.000" to 52' 11.500"Adds to TC Par'l Drift Uniform(plf)S(1.15)90 70 0.500" to 11' 3.000"Adds to TC Par'l Tower Wall Uniform(plf)W(1.60)60 0 0.500" to 11' 3.000"Adds to TC Par'l Tower Wall Uniform(plf)S(1.15)35 0 0.500" to 11' 3.000"Adds to TC Drift @ Tower LOAD GROUP #8 @ 24.000" O.C.-7FL - Par'l Drift/Tower TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)35 to 0 0 to 0 11' 3.000" to 21' 3.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 35 0 to 0 42' 6.000" to 52' 11.500"Adds to TC Tapered Drift Point(lbs)S(1.15)700 425 11' 3.000"Adds to TC, on chord(s)Tower Wall Point(lbs)W(1.60)500 0 11' 3.000"Adds to TC, on chord(s)Tower Wall (WL) (ULT) Uniform(plf)S(1.15)70 90 0.500" to 11' 3.000"Adds to TC Par'l Tower Wall Uniform(plf)W(1.60)100 0 0.500" to 11' 3.000"Adds to TC Par'l Tower Wall Uniform(plf)S(1.15)35 0 0.500" to 11' 3.000"Adds to TC Drift @ Tower LOAD GROUP #9 @ 24.000" O.C.-5th from Right - Par'l Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Point(plf)W(1.60)300 0 49' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) Tapered(psf)S(1.15)21 to 0 0 to 0 0.500" to 7' 0.000"Adds to TC Tapered Drift Tapered(psf)S(1.15)0 to 21 0 to 0 46' 0.000" to 52' 11.500"Adds to TC Tapered Drift Uniform(psf)S(1.15)17.3 0 0.500" to 52' 11.500"Adds to TC Par'l Drift Point(plf)W(1.60)300 0 4' 0.000"Adds to TC, on chord(s)Kicker Brace (ULT) (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: 99.9% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2, 3, 4, 5, 6, 7, 8, 9. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)6048 S (1.15)-700 W (1.60)4485 S (1.15)-700 W (1.60) Live Load (lbs)3744 -703 2218 -703 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 2.714" (L/230) Deflection (Live Load)Span: 1.850" (L/338) Center Span Camber: 1.232", 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. 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.5 RedOpenWeb™ v5.0.30 12/11/2023 10:10:16 PM PAGE 3 Project: Good 2 Go Type: H1 Location: Rexburg, ID Qty: 79 Delivery: R1 Project Number: 136930 Del. Desc.: <description> - Pricing Load = 186.1 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.6 DO NOT SCALE THIS TRUSS PROFILE 13 14 14 14 14 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 14 14 14 14 13 5.25"27.400"17 @ 35.139" 5.13" 52' 0.624" Left First Web Distance:17.569" Top Chord Material: 2- 2 X 6 2400FB MSR Bottom Chord Material:2- 2 X 6 2400FB MSR Camber:1.232" Bottom Chord Slope:-0.250/12 15.19"27.383"16 @ 35.117" 15.19" 30.000" 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: Good 2 Go Truss ID: H1 Location: Rexburg, ID Quantity: 79 Delivery: R1 Project Number: 136930 RedOpenWeb™ v5.0.30 12/11/2023 10:10:16 PM Red-H™ SERIES LEGEND Z-Clip with base plates @ LEFT TOP PIN# 1. Z-Clip with base plates @ RIGHT TOP PIN# 19. 1 1/4" DIA. PIN 3/4" DIA. PIN WEB, 1 1/2" DIA. & WEB GAUGE 2" DIA. 7 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 I NSIDE 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-MTM,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-MTM 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. 1/ 1 0 / 2 0 2 4 2 : 3 9 : 4 2 P M Re d B u i l t , L L C •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 OTHERWISE ON THESE SHOP DRAWINGS. DESIGN CONSIDERATIONS ADDITIONAL LOADING PROJECT 3D VIEW IN ACCORDANCE WITH IBC SECTION 1603.1, THE PRODUCTS IN THIS PACKAGE HAVE BEEN DESIGNED FOR ONLY THOSE LOADS SPECIFICALLY SHOWN ON THE CONSTRUCTION DOCUMENTS. THE CONSTRUCTION DOCUMENTS AND PLACEMENT DIAGRAMS HAVE NOT BEEN REVIEWED BY A REDBUILT ENGINEER. IF OTHER LOADS (WIND UPLIFT, SNOW DRIFT, BRACE LOADS, ETC.) ARE TO BE APPLIED, PLEASE PROVIDE THE MAGNITUDE AND LOCATION. •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 -SNOW DRIFT MAGNITUDE IN PSF -MECHANICAL WEIGHT -SNOW DRIFT LENGTHX'-XX'' XX XXX# -PARAPET BRACE -SOFFIT -WALL LOAD #.#'' R# PLAN SYMBOLS REDBUILT BEARING DETAIL ARCHITECT, STRUCTURAL, MEP DETAIL FRAMING BY OTHERS STEP IN FRAMING SLOPE IN FRAMING ??? ?? ??? ?? ??:12 FBO + + + + BUILDING CODE:2018 IBC ROOF DESIGN SNOW LOAD (@ 115%):35 PSF DEAD LOAD:20 PSF NET WIND UPLIFT (@ 160%): 6.4 PSF ROOF DEFLECTION CRITERIA: LIVE LOAD DEFLECTION:L/360 TOTAL LOAD DEFLECTION:L/240 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 NO MORE THAN 7 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHING IS REQUIRED. 2x4 STARTER STRUT BY OTHERS, REQUIRED DURING TRUSS I NSTALLATION. 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 BEAM OR COLUMN BY RB. SEE MATERIAL LIST FOR MORE INFORMATION. ALL REDLAM LVL MATERIAL AND ANY ASSOCIATED HARDWARE PROVIDED BY REDBUILT IS AS SPECIFIED ON THE CONTRACT DRAWINGS. SPECIFICATIONS AND SIZE HAVE NOT BEEN VERIFIED BY REDBUILT ENGINEERING, UNLESS OTHERWISE NOTED. OPEN-WEB NOTES & LEGEND RECTANGULAR SECTIONS XX(##) 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 RB. FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAI L 8C ON OPEN WEB INSTALLATION SHEET. -SUSPENDED WALL SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: PR O J E C T LO C A T I O N THINK 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. 20 0 E . M a l l a r d D r i v e B o i s e , I d a h o 8 3 7 0 6 P h o n e : ( 8 6 6 ) 8 5 9 -67 5 7 ww w . R e d B u i l t . c o m 1/ 1 0 / 2 0 2 4 2 : 3 9 : 4 2 P M C: \ U s e r s \ j n e i d e r h o u s e r \ R e d B u i l t \ 1 3 6 9 3 0 G o o d 2 G o 1 0 4 - R e x b u r g - G e n e r a l \ D e s i g n \ R E T U R N F R O M R E M O T E \ 1 3 6 9 3 0- D r a w i n g s \ 1 3 6 9 3 0 - R 2 2 - G o o d 2 G o 1 0 4 . r v t R010 PROJECT INFORMATION 136930 MFG 11/29/23 GO O D 2 G O 1 0 4 UN I V E R S I T Y B L V D A N D 1 2 T H ST R E E T RE X B U R G , I D 8 3 4 4 0 Re d B u i l t , L L C APPROVED FOR PRODUCTION Revisions # by Description Date 10' -0" 35 PSF 10 ' - 0" 35 P S F 13' -11 1/2" 35 PSF 10 ' - 0" 35 P S F 10 ' - 0" 35 P S F 1500# 1500# 1500# 10 ' - 0" 35 P S F 10 ' - 0" 35 P S F 10 ' - 0" 35 P S F FB O FB O H1(79) A B C D E 1 2 3 START LAYOUT @ 24" O.C. UNO PARALLEL TOWER WALL ABOVE. TYP. SL = 70 PLF @ 115% DL = 90 PLF WL = 60/-54 PLF ASD @ 160% BRACE ABOVE LOAD WL=±180PLF(ASD)@160% 8' - 0 " 53 ' - 0 " 89'-1 1/2"64'-6" FOS FO S FO S FO S FOS FOS VESTIBULE OPEN R7 R7 R6 R7 R8 R8 R1 R2 R2 R2 R2 R2 R9 R3 R4 HDR HDR HDR HDR HDR HDRHDRHDRHDRHDRHDRHDR HD R HD R HD R RC1 RC1 RC1 RC1 RC1RC1 RC1 RC1 RC1 RC1RC2RC2 STRUCTURAL DEVIATION 3 1/2" x 5 1/2" LVL HAS BEEN SENT IN LIEU OF (2) 1 3/4" X 5 1/2" LVL. 5 1/4" x 7 1/4" LVL HAS BEEN SENT IN LIEU OF (3) 1 3/4" X 7 1/4" LVL. 1/ 4 : 1 2 SUSPENDED WALL 50 PLF ADDITIONAL DEAD LOAD GC/FRAMER: FIELD LOCATE AND ADJUST DRAIN LOCATIONS AS REQ'D TO AVOID INTEREFERENCE WITH FRAMING BELOW, TYP. RED END OF TRUSS CHORD TOWARD GRID-1 UPPER ROOF FRAMING BY OTHERS. TYP R5 HDR 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ SIM FO S H T G AD D ' L TYP @ THIS ROW TYP @ THIS ROW TYP @ THIS ROW 36.750 36.750 36.750 16"16"16" SUSPENDED WALL 50 PLF ADDITIONAL DEAD LOAD PARALLEL TOWER WALL ABOVE. TYP. SL = 70 PLF @ 115% DL = 90 PLF WL = 60/-54 PLF ASD @ 160% TOWER WALL ABOVE. TYP. SL = 750 LB. @ 115% DL = 450 LB. WL = ±250 LB. ASD @ 160% EA TRUSS SIM SIM 12"16"16" RB TRUSS CANNOT BE ATTACHED DIRECTLY TO SHEAR WALL AS SPEC'D ON STRUCT. PLANS.PER EOR/GC -WALL TO FRAMED TO BOTTOM OF ROOF SHEATHING AND USING BEAM AS DRAG STRUT FROM INTERIOR WALL TO EXTERIOR WALL. 12"12" SUSPENDED WALL 50 PLF ADDITIONAL DEAD LOAD TOWER WALL ABOVE. TYP. SL = 700 LB. @ 115% DL = 425 LB. WL = ±300 LB. ASD @ 160% EA TRUSS STRUCTURAL DEVIATION TOWER WALL ABOVE. TYP. SL = 700 LB. @ 115% DL = 425 LB. WL = ±300 LB. ASD @ 160% EA TRUSS BE A M P E R E O R PARALLEL TOWER WALL ABOVE. TYP. SL = 70 PLF @ 115% DL = 90 PLF WL = 60/-54 PLF ASD @ 160% S4.0 206 SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: PR O J E C T LO C A T I O N THINK 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. 20 0 E . M a l l a r d D r i v e B o i s e , I d a h o 8 3 7 0 6 P h o n e : ( 8 6 6 ) 8 5 9 -67 5 7 ww w . R e d B u i l t . c o m 1/ 1 0 / 2 0 2 4 2 : 3 9 : 4 2 P M C: \ U s e r s \ j n e i d e r h o u s e r \ R e d B u i l t \ 1 3 6 9 3 0 G o o d 2 G o 1 0 4 - R e x b u r g - G e n e r a l \ D e s i g n \ R E T U R N F R O M R E M O T E \ 1 3 6 9 3 0- D r a w i n g s \ 1 3 6 9 3 0 - R 2 2 - G o o d 2 G o 1 0 4 . r v t R130 ROOF PLACEMENT PLAN 136930 MFG 11/29/23 GO O D 2 G O 1 0 4 UN I V E R S I T Y B L V D A N D 1 2 T H ST R E E T RE X B U R G , I D 8 3 4 4 0 Re d B u i l t , L L C APPROVED 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. Revisions # by Description Date 3/16" = 1'-0" ROOF FRAMING PLAN RedLam™ Products - LVL Beams - Roof QTY Type Description Length 1 R1 5 1/4"x11 7/8" 2.0E RedLam LVL 8' - 0" 5 R2 5 1/4"x11 7/8" 2.0E RedLam LVL 11' - 0" 1 R3 5 1/4"x16" 2.0E RedLam LVL 14' - 0" 1 R4 5 1/4"x16" 2.0E RedLam LVL 14' - 0" 1 R5 5 1/4"x11 7/8" 2.0E RedLam LVL 14' - 0" 1 R9 5 1/4"x11 7/8" 2.0E RedLam LVL 10' - 0" RedLam™ Products - LVL Wall Framing-Joist - Roof QTY Type Description Length Notes 1 R6 5 1/4"x7 1/4" LVL Joist 5' - 0" To be used as Header 3 R7 5 1/4"x7 1/4" LVL Joist 6' - 0" To be used as Header 2 R8 3 1/2"x5 1/2" LVL Joist 5' - 6" To be used as Header RedBuilt™ Open Web Products - Trusses - Roof QTY Type Description Clear Span 79 H1 30" Parallel Red-H 52' - 1" RedLam™ LVL Products - LVL Columns - Roof QTY Type Description Length PET Notes 2 RC2 5 1/4"x9 1/4" RedLam 2.0E LVL Column 12' - 0" No 10 RC1 5 1/4"x9 1/4" RedLam 2.0E LVL Column 14' - 0" No RED-H "Z" CLIP WITH LAGS TOP CHORD BEARING 5/8" DIA x 3" LAG SCREW BY RB 5/8" DIA x 5" BOLT AND NUT BY RB 8"-8 1/4"± 5 3/4"± 3 1 / 2 " 1 / 4 " 5 1 / 2 " 3/16" OW TRUSS BEARING CLIPS HAVE BEEN DESIGNED TO RESIST UPLIFT REACTION. TWO H2.5A PER PLAN NOTE L ON S2.2 ARE NOT REQUIRED AND WILL INTERFERE WITH TRUSS CLIP. 2x5 3/4" NET BLOCKING (FACTORY-RIP FROM 2"x8") BY RB SEE BEARING CLIP DETAIL 1/R500 1 1 2X6 BEVEL PLATE BY OTHERS HANGER BY OTHERS MUST BE A MIN OF 6" FROM PIN LOCATION 2x6 KICKER BY OTHERS 2x6 STUD WALL LOAD PER PLAN NOTE: TRUSS AT OPPOSITE SLOPE @ SIM. CONDITION 2x6 BLOCKING BY OTHERS 2x NAILER BY OTHERS 2x5 3/4" NET BLOCKING (FACTORY- RIP FROM 2"x8") BY RB SEE BEARING CLIP DETAIL 1/R500 2X PLATE BY OTHERS 2x6 STUD WALL HANGER BY OTHERS MUST BE A MIN OF 6" FROM PIN LOCATION TO AVOID TRUSS CHORD SPLITTING FRAMING BY OTHERS 2x STUD WALL ABOVE @ SIM. CONDITION FASCIA BY OTHERS BEVELED PLATE BY OTHERS BLOCKING BY OTHERS 2x6 BLOCKING BY OTHERS LOAD PER PLAN 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) SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: PR O J E C T LO C A T I O N THINK 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. 20 0 E . M a l l a r d D r i v e B o i s e , I d a h o 8 3 7 0 6 P h o n e : ( 8 6 6 ) 8 5 9 -67 5 7 ww w . R e d B u i l t . c o m 1/ 1 0 / 2 0 2 4 2 : 3 9 : 4 3 P M C: \ U s e r s \ j n e i d e r h o u s e r \ R e d B u i l t \ 1 3 6 9 3 0 G o o d 2 G o 1 0 4 - R e x b u r g - G e n e r a l \ D e s i g n \ R E T U R N F R O M R E M O T E \ 1 3 6 9 3 0- D r a w i n g s \ 1 3 6 9 3 0 - R 2 2 - G o o d 2 G o 1 0 4 . r v t R500 DETAILS 136930 MFG 29/11/23 GO O D 2 G O 1 0 4 UN I V E R S I T Y B L V D A N D 1 2 T H ST R E E T RE X B U R G , I D 8 3 4 4 0 Re d B u i l t , L L C APPROVED 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. 1 Z-CLIP 2 OW AT STUD WALL WITH PARAPET BRACE REF: 204/S4.0, 211/S4.2 3 OW AT STUD WALL WITH WALL ABOVE LOAD REF: 208/S4.1, 210/S4.1 Revisions # by Description Date 3/4" = 1'-0"4 OW XBracing