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HomeMy WebLinkAboutUPDATED TRUSS SUBMITTAL - 23-00732 - Good 2 Go - New Commercial BldgROOF FRAMI NG 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 IMPORTANT (Please Read) SHOP DRAWING SUBMITTAL • Provide this RedBuilt Submittal Package to the contractor/installer and Design Professional (s) of Record. • Ensure the RedBuil t Submittal Package is verified and/or corrected for accuracy, including all cl ouded items. • Materials furnished by RedBuilt are limited to those included in the material l ist provided herein. • I nstallation of the materials is the sol e responsibil ity of the instal ler. Our responsibil ity 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 Cal culations pp:Shop Drawings pp: 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: Please return reviewed drawings to your Technical Representative with Engineer Of Record stamped instructions. 136930 GOOD 2 GO 104 OU T FOR APPROVAL ONLY -NOT FOR CONSTRUCTI ON UNI VERSI TY BLVD AND 12TH STREET REXBURG, I D 83440 RESI N ARCHI TECTURE FROST STRUCTURAL ENGI NEERI NG MUSGROVE ENGI NEERI NG 08/18/23 11/30/23 08/18/23 - - - - - ALL ALL -ALL Josh Gertl ar (208) 364-1312 JGertlar@redbuil t.com Jed Low (208) 395-2499 Jlow@redbuil t.com 1 REVIEWED REVISE & RESUBMIT REVIEWED & NOTED Structural EngineeringFROST This review is only for general conformance with the design concept of the project and general compliance with the information provided in the Contract Documents. Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the plans, specifications, and other contract documents. Approval of a specific item shall not include approval of an assembly of which the item is a component. Contractor is responsible for the following: dimensions to be confirmed and correlated at the job site; information that pertains solely to the fabrication process or to the means, methods, techniques, sequences, and procedures of construction; coordination of the work with that of all other trades; and performing all work in a safe and satisfactory manner. The adequacy of engineering designs and layouts performed by others rests with the designing or submitting authority. BY: DATE: Cody Brian 01/10/2024 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 11'-0.00"2.0E 22.0 4 • • • • 5.25x7.25 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 23.0 2 • • • • 3.5x5.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 11.0 12 • • • • 5.25x9.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 162.0 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 Rexburg, ID (various)Preliminary: Not For Production All Out For Approval Customer Material List 136930 MFG Good 2 Go 104 Remote 1 of 1 12/11/2023, 10:26 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 supp ort 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 rec ommendations. I have only reviewed the RedBuilt calculation(s). I have not reviewed the project construction documents or any other project informa tion. The design loads, span(s) and spacing(s) were provided by others. If this informa tion is incorrect or incomplete, notify your RedBuilt Technical Representative, Josh Gertla r (208) 364-1312, immediately. The suitability and application of the identified RedBu ilt products for this project are the responsibility of the Design Professional of Record. Calculation(s) included: - Type(s): H1 FINAL SET TO BE STAMPED AND SIGNED BY REDBUILT PE 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 Sl ott ed truss cl ip by others to bottom of truss, each side of w all . Do not nail cl ip to w all . Note: Double chord truss similar Non-load bearing partition wal l Distance "X" (gap between wall & truss) Spacing of cl ips and bl ocks per EOR STA NDA RD I NSTALLATI ON DETAI LS 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: Doubl e chord truss similar 2-10dx3" nail s each end Fit blocks to al l ow for movement 2x4 bl ocks (or multipl e blocks) nail ed to brace Non-l oad bearing partition w all Distance "X" (gap betw een w all & brace) Support member by others Note: Doubl e chord truss similar (2) 2x on edge by others (spanning a min. of 2 panel points). I nstall one bolt above each bottom chord pin to hold 2x's in pl ace. Support Detai l for Loads Supported from Bottom Chord Load (M aximum load and location shall be in accordance with approved truss cal cul ations) Bottom Chord Nailer Nailer per plan. Attach to truss bottom chord with 2-10dx3" nail s min. Splice nail er together w it h 3-10dx3" nails each side through 2x4x24" block (12" on either side of spl ice) Strongback bridging per pl an w ith approximate 12" l ap Note: Doubl e chord truss (Red-S) similar Strongback bridging per pl an w ith approximate 12" l ap Field bend bridging clip before nail ing to bridging row 5-10dx1 1/2" nail s 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 Braci ng (Truss to Bridging)Red-S™, Red-M™ and Red-H™ Cross Bracing (Truss to Nailer) CLEAR SPAN IS THE HORI ZONTAL DI STANCE BETWEEN THE I NSI DE FACE OF BEARI NG SURFACES. (ACTUAL BEARING CONDI TI ON AND TRUSS SERI ES MAY VARY ) Guidelines for Open Web "Clear Spans" 5-16dx3 1/2" nails, clinched, by others Cl ip install ed by RB I NSTALLATI ON NOTE: Metal cross bracing will or will not occur at every truss space. See plan sheet(s) for cross bracing l ocations. I NSTALLATI ON NOTE: Metal cross bracing will or will not occur at every truss space. See plan sheet(s) for cross bracing l ocations. 6-10dx1 1/2" nail s 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 l ocation 2" min. from pin l ocation 2x4 nailer by RB attach to truss bottom chord with 2-10dx3" nail s min. 6-10dx1 1/2" nail s 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'' nail s by RB CLEAR SPAN CLEAR SPAN PRODUCT HANDLI NG 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. INSTA LLATION BRA CING • Trusses will be delivered to the jobsite i n bundles of tw enty or few er, banded together for handl ing and shipment. To avoi d damage they should be left in these bundles until they are ready to be installed in the structure. • Mi scel l aneous hardw are such as beari ng angles, l ag screw s, bolts and nails as required for each specific job w il l be shipped in bags or boxes w ith the trusses. • Bridging material and pre-cut blocking i tems, if supplied by RedBuilt TM , w il l be bundl ed and banded. • Al ways set truss bundles on stickers placed at the truss pin locations. Never store trusses flat or set trusses di rectly on the ground or in contact w ith standing w ater. • Cover truss bundl es with paper w rap or canvas tarps to protect them from the w eather. Do not use plastic covers as they will cause moisture to accumulate on the trusses. Prol onged exposure to the elements harms the appearance and strength of the trusses. PRODUCT STORAGE Damaged trusses must be repaired or repl aced 1 5 THI S NOT THI S 2 THI S NOT THIS 4 MATERI A L I DENTIFICATI ON A. Strut Bracing i s tubul ar steel w i th flattened ends supplied with al l open-w eb trusses (Si mpson HRS12 suppli ed for 12" OC systems). Strut bracing to be instal led as each truss is set. See sections 5A -5D. B. Plywood Edge Blocking is provided by RedBuil t™ on some projects and used for nai ling sheathing edges. Edge blocking does not take the place of strut bracing and will not prevent trusses from bow ing. I nstall edge blocki ng after strut braci ng (install ation bracing) is in place and immedi ately prior to laying sheathing. C. 2x4 Starter Struts supplied by contractor w ith framing anchors each end (shipped loose) suppli ed by RedBui lt™. Flatten speed prong and fold porti on of vertical tab around end of 2x4. Attach w i th 6-8dx2 1/2"x1 1/2" nail s each end. See secti ons 5A and 5D. D. Cross Bracing i s provided for most bottom-bearing locati ons. Cross bracing to be i nstal led as each truss is set. Contractor to bend ends pri or to i nstal lation. RedBuil t™ Open-Web Truss Product Sections -Refer to pl an for series and depth No tab for singl e-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 suppl ied by RedBuilt™. See section 5D. I nstall ation bracing required, strut bracing suppl ied by RedBuilt™. See plan and section 5B for number of rows required. See section 6 for truss alignment. Red-S truss shown (typical ). detail s for other open-web trusses similar. Beam, wall, or ledger support (typical ) Starti ng Braci ng: Laterally braced end w all or beam Starti ng Braci ng -No lateral ly braced end w all or beam Lateral ly braced end w all , beam or ledger 5A 5B I ntermediate Bracing -Mi ddle of bay5C 5D Typical strut brace conditions I nstal lation bracing required, strut bracing supplied by RedBuilt™. See plan and tabl e above for number of rows required. See section 6 for truss al ignment. Sheath and nail per project architect, engi neer, or local bui lding code. See section 3 for allowable nai li ng. 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" nail s suppl ied by RedBuil t™ 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 I nstal lation bracing required, strut bracing supplied by RedBuilt™. See pl an and section 5B for number of row s required. See section 6 for truss alignment. Sheath and nai l per project architect, engi neer, or local bui ldi ng code. See secti on 3 for allowable nai li ng. Truss Chord Al ignment Tolerance To provide proper performance, trusses shoul d 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 t russ depth (e.g. 1/2" for 24" deep truss) *1/2" maximum overhang for Red-M series trusses with z-cl ip or pedestal bearing hardware 1/4" maximum overhang* for al l truss bearing hardware Vertical Alignment Tolerance Overhang Tol erance 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 f ield modifications to trusses without written approval of RedBuilt™. FIELD MODIFICATION OF TRUSSES NOT PERMITTED A. B. C. D. Singl e 1 1/2"x3 1/2" Chord Singl e 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: Cal l your RedBuilt™ Representative directly, or for general custom er 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 I NSTALLA TI ON TOLERANCES PERMITTED 7 6 STA CKING MA TERIAL THI S CAUTION: M aximum of 3 sheets of sheathing per 10 feet of truss length. NOT THI S NAI LING OF SHEA THI NG 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 nail s smal ler than 8dx21/2" or larger than 16dx31/2". Sheathing Maximum Nail Spacing Widest spacing for nail s in each chord member is 24" oc (1) 14 gauge stapl es 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" w here nail penetration does not exceed 1 3/8". I f more than one row of nails is used, offset row s at l east 1/2" and stagger. M aintain 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 bel ow to access page number 3 of sprinkl er system installation guide For product warranty information please scan the QR code or use the l ink bel ow to access the form ***********.redbuilt.com/SprinklerSystemInstallationGuide ***********.redbuilt.com/ProductWarranty IMPORTANT Nailing closer than specified may cause the chords to split. ATTENTION BUI LDER 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-I 45TM , Red-I 45LTM , Red-I 58TM , Red-I65TM , Red-I90TM , Red-I90HTM , Red-I90HSTM , Red-LTM , Red-WTM , Red-STM , Red-MTM, Red-HTM , RedLamTM are trademarks of RedBuilt, LLC. •ALL NAI LS SPECI FI ED I N FRAM I NG PACKAGE TO BE "COMM ON" NAI LS UNLESS NOTED OTHERWI SE. USE PROPER SI ZE NAI LS TO FI LL ALL NAI LS HOLES I N BEARI NG CLI PS, BRI DGI NG CLI PS. BRACING, ETC. •DO NOT SCALE DRAWI NGS: WRI TTEN DI M ENSI ONS TAKE PRECEDENCE. •M ANU FACTU RER'S RESPONSI BI LI TY I S ONLY FOR THE DESI GN OF THE REDBUI LT™ PRODU CTS AND NOT FOR ANY SUPPORTING STRU CTURE OR LOADS OTHER THAN I NDICATED HEREI N. ALL M ATERI ALS SHALL BE SUPPLI ED BY OTHERS, U NLESS SPECI FI CALLY NOTED AS "BY RB" OR "BY REDBUI LT™" HEREI N. •STRAPS, ANCHORS, CLI PS, AND OTHER HARDWARE NOT SHOWN ARE TO BE PROVI DED BY OTHERS. HARDWARE SHOWN I S TO BE PROVI DED BY OTHERS U NLESS M ARKED 'BY RB'. REFER TO THE CONTRACT DOCUMENTS FOR HARDWARE SPECI FI CATI ONS AND I NSTALLATI ON I NSTRU CTI ONS. •REFER TO CURRENT SI MPSON STRONG TI E® LI TERATURE FOR HANGER SPECI FI C I NSTALLATI ON I NSTRU CTI ONS. •FOR BEAM S SUPPLI ED BY OTHERS, SEE CONTRACT DOCUM ENTS FOR SPECI FI CATI ONS AND OTHER I NFORMATI ON NOT SHOWN HEREI N. GENERAL INFORMATION DRAWING NOTES & LEGEND DESIGN INFORMATION ALL M I SCELLANEOUS ITEM S (SPRI NKLER LI NES, SOFFI T, DUCTWORK, ELECTRI CAL CONDUI TS, ETC.) ARE ASSU M ED TO BE I NCLUDED I N THE UNI FORM DESI GN DEAD LOAD SHOWN, U NLESS SPECIFI CALLY SHOWN OTHERWI SE ON THESE SHOP DRAWI NGS. PROJECT ASSUM PTIONS ALL OPENI NGS (HATCHES, DUCTWORK, SKY LI GHTS, ETC.) ARE ASSUMED TO FI T BETWEEN REGU LAR ON-CENTER SPACI NG AS SHOWN, UNLESS SPECI FI CALLY SHOWN OTHERWI SE ON THESE SHOP DRAWI NGS. DESIGN CONSIDERATIONS ADDITIONAL LOADING PROJECT 3D VIEW I N ACCORDANCE WI TH I BC SECTION 1603.1, THE PRODUCTS IN THIS PACKAGE HAV E BEEN DESI GNED FOR ONLY THOSE LOADS SPECI FI CALLY SHOWN ON THE CONSTRUCTI ON DOCUMENTS. THE CONSTRUCTI ON DOCUM ENTS AND PLACEM ENT DI AGRAM S HAV E NOT BEEN REVI EWED BY A REDBU I LT ENGI NEER. I F OTHER LOADS (WI ND UPLI FT, SNOW DRI FT, BRACE LOADS, ETC.) ARE TO BE APPLI ED, PLEASE PROVI DE THE M AGNITUDE AND LOCATI ON. •SEE I-JOI ST I NSTALLATI ON SHEET FOR WEB STI FFENER NAI LING RED-I JOI STS: • A# -I 45 • B# -I 45L • C# -I 53 • D# -I 58 • E# -I 65 • F# -I 90 • J# -I 90H • K# -I 90HS TAPERED RED-I JOI STS: • X# -TAPERED I 45 • Y# -TAPERED I 65 • Z# -TAPERED I 90 RED-I JOI ST SUB-TY PE CALLOUTS (I .E. F4D): • D -FACTORY ASSEM BLED DOUBLE JOI ST OPENWEB TRUSSES: • H# -RED-H • L# -RED-L • M# -RED-M • S# -RED-S • W# -RED-W OPENWEB TRUSS SU B-TYPE CALLOUTS (I .E. L3W): • D -FACTORY ASSEM BLED DOUBLE TRUSS WI TH LTBs • H -SI NGLE TRU SS WI TH FACTORY I NSTALLED HEADER CLI PS • S -SI NGLE TRU SS WI TH FACTORY I NSTALLED LTBs • W -FACTORY ASSEM BLED WI DE DOUBLE TRUSS WI TH LTBs RECTANGULAR SECTI ON PRODU CTS: • G# -GLULAM BEAM S • P# -PARALLAM BEAM S • R# -REDLAM BEAM S ACCESSORI ES: • WS# -WEB STIFFENERS • BP# -BEVELED BEARI NG PLATES • # -HANGERS • TB## -TENSI ON BRI DGI NG • ##.##" -OPENWEB X-BRACI NG PRODUCT CALLOUT LEGEND APPROVED FOR PRODUCTI ON ARCHI TECT OF RECORD BLOCKI NG BEAM BY OTHERS CENTERLI NE COLUMN DOU BLE DEAD LOAD ENGI NEER OF RECORD FRAM I NG BY OTHERS FACE OF BEAM FACE OF CONCRETE/CM U FACE OF STUD FACE OF SHEATING GENERAL CONTRACTOR HOT-DI PPED GALVANI ZED I NTERNATI ONAL BUI LDI NG CODE POUNDS LIVE LOADS LAM I NATED STRAND LUMBER LAM I NATED VENEER LUMBER OUT FOR APPROVAL OPEN-WEB TRU SSES BY REDBU ILT™ PARTI TI ON LOAD POUNDS PER LI NEAL FOOT PLATE POUNDS PER SQUARE FOOT PARALLEL STRANDED LUM BER REDBUI LT™ SI MI LAR TY PI CAL UNLESS NOTED OTHERWI SE WI DE FLANGE AFP AOR BLK/BLKG BBO CL COL DBL DL EOR FBO FOB FOC FOS FOSH GC HDG I BC LBS LL LSL LVL OFA OW PL PLF PLT PSF PSL RB SI M TYP UNO WF ABBREVIATIONS ABBREV IATI ON TERM S FASTENER TY PE FASTENER SI ZE FASTENER SIZES FASTENER TYPE FASTENER SI ZE FASTENER TYPE FASTENER SI ZE 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 NAI LS ARE COMM ON UNO (1) 14 GAUGE STAPLES M AY BE A DI RECT SUBSTI TU TE FOR 8d X 2.5" NAI LS (2) SD SCREWS PROVI DED BY SIM PSON STRONG-TI E® COMPANY FOR WEB STIFFENERS ONLY -SNOW DRI FT M AGNI TUDE I N PSF -MECHANI CAL WEI GHT -SNOW DRI FT LENGTHX'-XX'' XX XXX# -PARAPET BRACE -SOFFI T -WALL LOAD #.#'' R# PLAN SYMBOLS REDBU I LT BEARI NG DETAI L ARCHI TECT, STRUCTU RAL, M EP DETAI L FRAM I NG BY OTHERS STEP I N FRAM I NG SLOPE I N FRAM I NG ??? ?? ??? ?? ??:12 FBO ++++ BUI LDI NG CODE:2018 I BC ROOF DESIGN SNOW LOAD (@ 115%):35 PSF DEAD LOAD:20 PSF NET WI ND UPLI FT (@ 160%): 6.4 PSF ROOF DEFLECTI ON CRI TERIA: LI VE LOAD DEFLECTI ON:L/360 TOTAL LOAD DEFLECTI ON:L/240 FOR ALLOWABLE HOLES, FASTENER INFORMATI ON OR ATTACHM ENT OF SPRI NKLER LI NES, M ECHANI CAL DU CTS, ETC. TO REDBU I LT JOI ST OR TRUSSES, SCAN THE QR CODE OR U SE THE LI NK BELOW TO DOWNLOAD A COPY OF OUR "SPRINKLER SYSTEM I NSTALLATI ON GUI DE". FOR PRODU CT WARRANTY INFORMATION PLEASE SCAN THE QR CODE OR USE THE LI NK BELOW TO ACCESS THE FORM ***********.redbuilt.com/SprinklerSystemInstallationGuide ***********.redbuilt.com/ProductWarranty NO MORE THAN 7 TRUSSES PER BAY ARE TO BE INSTALLED BEFORE TOP CHORD SHEATHI NG I S REQU I RED. 2x4 STARTER STRU T BY OTHERS, REQU I RED DURI NG TRUSS I NSTALLATI ON. SEE SECTI ON 5 OF THE OPEN WEB I NSTALLATI ON SHEET. I NTERM I TTENT ROW(S) OF M ETAL CROSS BRACI NG BY RB. FOR ADDI TI ONAL I NFORM ATI ON, SEE M ATERI AL LIST AND DETAI LS 8F & 8G ON OPEN WEB I NSTALLATI ON SHEET. "#.#" -M ETAL BRACE LENGTH FROM TI P TO TI P. PRODU CT CALLOUT AND QUANTI TY ON PLAN. "XX" -STRUCTURAL MEM BER TY PE CALLOUT (##) -QUANTI TY OF STRU CTURAL M EM BERS I N BAY ALL DI MENSI ONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR CENTER-OF COLU M N/BEAM UNLESS NOTED OTHERWI SE. THE DESI GN OF REDBUI LT PRODUCTS FOR THI S PROJECT IS BASED ON DRY SERVI CE CONDI TI ONS . (AV ERAGE EQUI LIBRI U M M OI STURE CONTENT OVER A YEAR I S 15% OR LESS AND DOES NOT EXCEED 19%). LOCATI ON OF BEAM OR COLUM N BY RB. SEE MATERI AL LI ST FOR M ORE I NFORM ATI ON. ALL REDLAM LVL M ATERI AL AND ANY ASSOCIATED HARDWARE PROVI DED BY REDBUI LT I S AS SPECI FIED ON THE CONTRACT DRAWI NGS. SPECI FI CATI ONS AND SIZE HAV E NOT BEEN VERI FI ED BY REDBUI LT ENGI NEERI NG, UNLESS OTHERWI SE NOTED. OPEN-WEB NOTES & LEGEND RECTANGULAR SECTIONS XX(##) CONTI NUOUS ROW OF METAL STRU T BRACI NG BY RB, REQU I RED FOR LATERAL SU PPORT DURI NG TRUSS I NSTALLATI ON. SEE SECTI ON 5 OF THE OPEN WEB I NSTALLATI ON SHEET. CONTI NUOUS ROW OF 2x4 FLAT BOTTOM CHORD NAILER RB. FOR ADDI TI ONAL I NFORM ATI ON, SEE M ATERI AL LI ST AND DETAI L 8C ON OPEN WEB I NSTALLATI ON SHEET. EOR PLEASE SPECI FY I F 20 PSF DEAD LOAD I S SUPERI MPOSED OR I NCLUDES TRU SS SELF WEI GHT EOR PLEASE VERI FY I F 20 PSF BOTTOM CHORD LL FOR UNI NHABI TABLE ATTI C SPACE (PER KEYNOTE 12 ON S1.1) I S APPLI CABLE I N TRU SS DESI GN FOR THI S APPLI CATI ON -SUSPENDED WALL SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: THI NK SAFETY -READ I NSTALLATI ON I NFORM ATI ON BEFORE PROCEEDING Red-I TM, Red-I 45TM, Red-I 45LTM, Red-I 58TM, Red-I 65TM, Red-I 90TM, Red-I 90HTM, Red-I90HSTM, Red-LTM, Red-WTM, Red-STM, Red-M TM, Red-HTM, RedLamTM are trademarks of RedBuilt, LLC. R010 PROJECT INFORMATION 136930 MFG 11/29/23 OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION 10' -0" 35 PSF 13' -11 1/2" 35 PSF 1500# 1500# 1500# 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% EOR, PLEASE REVI EW AND APPROV E LOADI NGBRACE ABOVE LOAD WL=±180PLF(ASD)@160% 89'-1 1/2"64'-6" FOS FOS FOS VESTI BULE OPEN R7 R7 R6 R7 R1 R2 R2 R2 R2 R2R3R4 HDR HDR HDR HDR HDR HDRHDRHDRHDRHDRHDRHDR RC1 RC1 RC1 RC1 RC1RC1 RC1 RC1 RC1 RC1RC2RC2 STRU CTURAL DEVI ATION 3 1/2" x 5 1/2" LVL HAS BEEN SENT I N LI EU OF (2) 1 3/4" X 5 1/2" LV L. EOR, PLEASE REVI EW AND APPROVE SUBSTI TUTI ON. 5 1/4" x 7 1/4" LVL HAS BEEN SENT I N LI EU OF (3) 1 3/4" X 7 1/4" LV L. EOR, PLEASE REVI EW AND APPROVE SUBSTI TUTI ON. SUSPENDED WALL 50 PLF ADDITI ONAL DEAD LOAD GC, PLEASE REVI EW AND CONFI RM ROOF DRAI NS DO NOT I NTERFERE WI TH THE FRAM I NG. TY P. RED END OF TRUSS CHORD TOWARD GRI D-1 UPPER ROOF FRAM I NG BY OTHERS. TY P R5 HDR 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 2 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 3 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ SI M TY P @ THI S ROW TY P @ THI S ROW TY P @ THI S ROW 36.750 36.750 36.750 16"16"16" OW TRUSS BEARI NG CLI PS HAVE BEEN DESI GNED TO RESI ST U PLI FT REACTI ON. TWO H2.5A PER PLAN NOTE L ON S2.2 ARE NOT REQU I RED AND WI LL INTERFERE WI TH TRU SS CLIP. EOR, PLEASE REVI EW AND APPROVE. SUSPENDED WALL 50 PLF ADDI TI ONAL DEAD LOAD PARALLEL TOWER WALL ABOVE. TY P. SL = 70 PLF @ 115% DL = 90 PLF WL = 60/-54 PLF ASD @ 160% EOR, PLEASE REVI EW AND APPROVE LOADI NG TOWER WALL ABOV E. TY P. SL = 750 LB. @ 115% DL = 450 LB. WL = ±250 LB. ASD @ 160% EA TRUSS SI M SI M DISCREPANCIES BETWEEN TOWER WALL ABOV E LOADS REQU I RED PER PLANS AND PER DETAI L 210/S4.1. EOR, PLEASE REV IEW. TY P 12"16"16" RB TRU SS CANNOT BE ATTACHED DI RECTLY TO SHEAR WALL AS SPEC'D ON STRU CT. PLANS. RB RECOM M ENDS BUI LDI NG WALL FULL HEI GHT AND USI NG BEAM AS DRAG STRU T FROM I NTERI OR WALL TO EXTERI OR WALL. PLEASE REVIEW AND ADVISE. 12"12" SUSPENDED WALL 50 PLF ADDI TI ONAL DEAD LOAD EOR, PLEASE V ERI FY. DI SCREPENCIES OCCUR BETWEEN STRUCT DETAI L & KEY NOTE 1 ON S2.2 TOWER WALL ABOV E. TY P. SL = 700 LB. @ 115% DL = 425 LB. WL = ±300 LB. ASD @ 160% EA TRUSS EOR, PLEASE VERI FY. DI SCREPENCI ES OCCUR BETWEEN STRUCT DETAI L & KEY NOTE 1 ON S2.2 STRUCTU RAL DEVI ATION TOWER WALL ABOVE. TYP. SL = 700 LB. @ 115% DL = 425 LB. WL = ±300 LB. ASD @ 160% EA TRUSS PARALLEL TOWER WALL ABOVE. TY P. SL = 70 PLF @ 115% DL = 90 PLF WL = 60/-54 PLF ASD @ 160% EOR, PLEASE REV I EW AND APPROVE LOADI NG S4.0 206 SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: THI NK SAFETY -READ I NSTALLATI ON I NFORM ATI ON BEFORE PROCEEDING Red-I TM, Red-I 45TM, Red-I 45LTM, Red-I 58TM, Red-I 65TM, Red-I 90TM, Red-I 90HTM, Red-I90HSTM, Red-LTM, Red-WTM, Red-STM, Red-M TM, Red-HTM, RedLamTM are trademarks of RedBuilt, LLC. R130 ROOF PLACEMENT PLAN 136930 MFG 11/29/23 OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION • SEE SHEET R010 FOR SYMBOLOGY , TAG CALLOUTS AND GENERAL NOTES NOT SHOWN HEREI N. • SEE "M ATERI AL LI STS" & "CALCULATI ON PACKAGE" FOR DETAI LED I NFORM ATI ON ON M ATERI ALS HEREI N SUPPLI ED BY REDBUI LT. 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 W eb Prod ucts - 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 11' - 0"No 10 RC1 5 1/4"x9 1/4" RedLam 2.0E LVL Column 14' - 0"No GC, PLEASE REVI EW POSTS LENGTHS AS SHOWN OR CORRECT AS REQU I RED. GC, PLEASE REVI EW HEADER LENGTHS AS SHOWN OR CORRECT AS REQU IRED. GC, PLEASE REVI EW HEADER LENGTHS AS SHOWN OR CORRECT AS REQUI RED. RED-H "Z" CLIP WI TH LAGS TOP CHORD BEARI NG 5/8" DIA x 3" LAG SCREW BY RB 5/8" DI A x 5" BOLT AND NUT BY RB 8"-8 1/4"± 5 3/4"± 3/16" 2x5 3/4" NET BLOCKI NG (FACTORY-RI P FROM 2"x8") BY RB SEE BEARI NG CLI P DETAI L 1/R500 1 1 2X6 BEVEL PLATE BY OTHERS HANGER BY OTHERS M UST BE A M I N OF 6" FROM PI N LOCATI ON 2x6 KI CKER BY OTHERS 2x6 STUD WALL LOAD PER PLAN NOTE: TRU SS AT OPPOSI TE SLOPE @ SI M . CONDI TION 2x6 BLOCKI NG BY OTHERS 2x NAI LER BY OTHERS 2x5 3/4" NET BLOCKI NG (FACTORY- RI P FROM 2"x8") BY RB SEE BEARI NG CLI P DETAI L 1/R500 2X PLATE BY OTHERS 2x6 STU D WALL HANGER BY OTHERS M UST BE A MI N OF 6" FROM PI N LOCATI ON TO AV OI D TRUSS CHORD SPLI TTING FRAM I NG BY OTHERS 2x STU D WALL ABOVE @ SI M . CONDI TI ON FASCI A BY OTHERS BEVELED PLATE BY OTHERS BLOCKI NG BY OTHERS 2x6 BLOCKI NG BY OTHERS LOAD PER PLAN I NSTALLATI ON NOTE: M ETAL CROSS BRACI NG WI LL OR WI LL NOT OCCUR AT EV ERY TRU SS SPACE. SEE PLAN SHEET(S) FOR CROSS BRACI NG LOCATI ONS. RED-S, RED-M AND RED-H CROSS BRACI NG (TRUSS TO NAI LER) 2" MI N. FROM PI N LOCATI ON 6-10dx1 1/2" NAI LS BY RB EACH END METAL CROSS BRACI NG BY RB 2x4 NAILER BY RB ATTACH TO TRU SS BOTTOM CHORD WI TH 2-10dx3" NAI LS M I N. SPLI CE NAI LER TOGETHER WI TH 3-10dx3" NAILS EACH SI DE THROUGH 2x4x24" BLOCK (12" ON EI THER SI DE OF SPLI CE) SHEET # SHEET NAME: REDBUILT PROJECT # CHK'D BY: DRAWN BY:DATE: DATE: THI NK SAFETY -READ I NSTALLATI ON I NFORM ATI ON BEFORE PROCEEDING Red-I TM, Red-I 45TM, Red-I 45LTM, Red-I 58TM, Red-I 65TM, Red-I 90TM, Red-I 90HTM, Red-I90HSTM, Red-LTM, Red-WTM, Red-STM, Red-M TM, Red-HTM, RedLamTM are trademarks of RedBuilt, LLC. R500 DETAILS 136930 MFG 29/11/23 OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION • SEE SHEET R010 FOR SYMBOLOGY , TAG CALLOUTS AND GENERAL NOTES NOT SHOWN HEREI N. • SEE "M ATERI AL LI STS" & "CALCULATI ON PACKAGE" FOR DETAI LED I NFORM ATI ON ON M ATERI ALS HEREI N SUPPLI ED BY REDBUI LT. 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 3/4" = 1'-0"4 OW XBracing