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ROOF TRUSS - 23-00173 - Beehive Federal Credit Union
Beehive Federal Credit Union - North Rexburg HW Job No.223032 Corner of 2nd East and Moody Rd., Rexburg, ID 83440 Submittal Review: 61753 - 01 Reviewed Furnish as Corrected Revise and Resubmit Not UsedSuperseded Submittal Status: This Submittal Review includes the following: Shop Drawings Product Data Samples Copy of Letter Other 202 W Main Street Rexburg, ID 83440 Attn:Jed Low To:Redbuilt Signed:John Eskelson Phone: From:Headwaters Construction Company 900 Jetstream Drive Rexburg, ID 83440 Phone:(208) 787-8040Cell:(801) 850-7865 Email:jlow@redbuilt.com Cell: Email:JEskelson@HeadwatersCC.com Date: 7/20/2023 Specification Section:061753 WOOD TRUSSES - ROOF Transmit By:E-mail Comments: Description WOOD TRUSSES - ROOF DescriptionQuantity 1 WOOD TRUSSES - ROOF Submittal 900 Jetstream Drive, Rexburg, ID 83440 P: (208) 787-8040 F: www.HeadwatersCC.com Page 1 of 1 If Enclosures Are Not As Noted, Please Notify Us Immediatley HW Job No. Beehive Federal Credit Union - North Rexburg Submittal Review: 61753 - 01 223032 Corner of 2nd East and Moody Rd., Rexburg, ID 83440 990 John Adams Parkway Idaho Falls, ID 83401 Cory Roberts To:NBW Architects Specification Section: Date: 7/17/2023 061753 WOOD TRUSSES - ROOF Transmit By:E-mail This Submittal includes the following: Transmitted for: Shop Drawing Product Data Samples Copy of Letter Other For Approval For Your Use For Review and Comment Other Comments: Reply Due Date: 7/21/2023 Signed:John EskelsonAttn: Phone:(208) 522-8779 From:Headwaters Construction Company 900 Jetstream Drive Rexburg, ID 83440 Phone:(208) 787-8040Cell: Email: Cell: JEskelson@HeadwatersCC.comEmail: Description:WOOD TRUSSES - ROOF Contractor Review: A/E Review: Reviewed Comments Noted Other This shop drawing/submittal is submitted for the purposes of fabrication/installation of the materials identified. Contractor has reviewed the submittal for general compliance with the contract documents. Any deviations from the contract documents observed by contractor have been noted. The party supplying the material remains responsible for: (1) Compliance with the contract documents, (2) the accuracy and completeness of details such as dimensions and quantities, (3) field measurements as required, and (4) construction of a complete and workable installation satisfactory for the work included. Contractor is not a design professional and renders no opinion about the structural integrity or suitability of the materials for the project. DescriptionQuantity 1 WOOD TRUSSES - ROOF Submittal 900 Jetstream Drive, Rexburg, ID 83440 P: (208) 787-8040 F: www.HeadwatersCC.com Page 1 of 1 If Enclosures Are Not As Noted, Please Notify Us Immediatley NBW #1043 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: D. Ponce 07/19/2023 OW Barrel Truss and Sloped IJ Roof 1-22 R001- R500 Project 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.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 RedBuilt Submittal Package is verified and/or corrected for accuracy, including all clouded items. • Materials furnished by RedBuilt are limited to those included in the material list provided herein. • Installation of the materials is the sole responsibility of the installer. Please return reviewed drawings to your Project Manager with Engineer Of Record stamped instructions. 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 Pages: 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 Your primary contact: Your secondary contact: Date:7/14/2023 3:08:33 PM 134782 Beehive FCU OUT FOR APPROVAL ONLY - NOT FOR CONSTRUCTION Gertlar, Joshua Corner of 2nd East and Moody Rd Rexburg, ID 83440 NBW ARCHITECTS P.A. FROST STRUCTURAL ENGINEERING ENGINEERED SYSTEMS ASSOCIATES 3/2023 2/2023 2/2023 FULL FULL FULL (208) 364-1312 jgertlar@redbuilt.com Low, Jed (801) 850-7865 jlow@redbuilt.com 1 of 22 Final set will be sealed and signed by a Professional Engineer RB Number Operator Project Name Office Location Delivery Comment Plant Status Report Type Red-I™ Products Joists Quantity Type Series Depth Length Profile Bevel Cut WS Att. Knockouts Camber P.E.T. Footage Notes Notes 1 R 9 A1 Red-I45 14 16'-0.00" None No 144.0 1 R 15 A2 Red-I45 9.5 16'-6.00" None No 247.5 1 R 5 A3 Red-I45 9.5 12'-6.00" None No 62.5 9 • • • • Red-I45 14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 144.0 20 • • • • Red-I45 9.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 310.0 Red-I™ Products Web Stiffeners Quantity Type Series Depth Installation Location Standard Beveled Angle Length Width Bevel Cut Mat'l Notes Notes 1 R 36 Red-I45 14 Loose End Standard Not Beveled 0.0 8.250 3.500 0.000 PWD/OSB 1 R 40 Red-I45 9.5 Loose End Standard Beveled 5.0 3.750 3.500 0.313 PWD/OSB 1 R 40 Red-I45 9.5 Loose End Standard Not Beveled 0.0 3.750 5.875 0.000 PWD/OSB Red-I™ Products Blocking Panels Quantity Type Series Depth Length End Blocks Custom Depth Knockouts Notes Notes 1 R 27 Red-I45 9.5 22.188 None Connectors Quantity Type Model Top Face Member Slope Skew Flg. Slope Flg. Angle Flg. Offset NetH Finish Notes Notes 1 R 22 1 MIU1.81/14 22-0.148x1.5 6-0.148x1.5 1 R 23 2 HU9X 24-0.148x3 10-0.148x1.5 SLD5 Hardware Quantity Type Description Notes Notes 8.0 lb 10dx1.5" Nails (0.148"x1.5") 8.0 lb 10dx3" Nails (0.148"x3") Material List 134782 KAB Beehive FCU Boise Rexburg, ID D1: Beehive FCU- IJ Preliminary: Not For Production Stayton Out For Approval Check 1 of 1 7/14/2023, 4:11 PM TeamBuilder 4.45 134782 Material List.xlsm D1: 134782 Beehive FCU Out For Approval 2 of 22 RB Number Operator Project Name Office Location Delivery Comment Plant Status Report Type RedLam™ LVL Products LVL Beams Quantity Type Size Length Grade P.E.T.Footage Notes Notes 2 R 1 R1 3.5x9.5 11'-6.00" 2.0E No 11.5 2 R 3 R2 3.5x9.5 8'-0.00" 2.0E No 24.0 2 R 2 R3 1.75x11.88 14'-6.00" 2.0E No 29.0 1 2 R 2 R4 1.75x9.5 16'-6.00" 2.0E No 33.0 2 R 1 R5 1.75x9.5 12'-6.00" 2.0E No 12.5 4 • • • • 3.5x9.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 35.5 2 • • • • 1.75x11.88 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 29.0 3 • • • • 1.75x9.5 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 45.5 2 Note 1 USED AS LEDGER RedLam™ LVL Products LVL Rim Board Lineal Ft Type Size Grade LSL Substitution Footage Notes Notes 2 R 512 1.5x14 Allowed 512.0 512.0 • • • • 1.5x14 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 512.0 Material List 134782 KAB Beehive FCU Boise Rexburg, ID D2: Beehive FCU- LVL Preliminary: Not For Production Stayton Out For Approval Check 1 of 1 7/14/2023, 4:34 PM TeamBuilder 4.45 134782 Material List.xlsm D2: 134782 Beehive FCU Out For Approval 3 of 22 RB Number Operator Project Name Office Location Delivery Comment Plant Status Report Type Third-Party (Sourced by RedBuilt™)Glulam Beams Quantity Type Size Length Layup Camber Appearance P.E.T.Footage Notes Notes 3 R 1 G1 5.125x6 8'-0.00"24F-V4 2000' Industrial No 8.0 2 3 R 1 G2 5.125x12 23'-0.00"24F-V4 2000' Industrial No 23.0 3 R 2 G3 5.125x12 13'-0.00"24F-V4 2000' Industrial No 26.0 3 • • • • 5.125x12 V4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 49.0 1 • • • • 5.125x6 V4 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 8.0 3 Note 2 FIELD CUT GLULAM - MAKE TWO FROM ONE Material List 134782 KAB Beehive FCU Boise Rexburg, ID D3: Beehive FCU- GLB Preliminary: Not For Production Stayton Out For Approval Check 1 of 1 7/14/2023, 4:09 PM TeamBuilder 4.45 134782 Material List.xlsm D3: 134782 Beehive FCU Out For Approval 4 of 22 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 Notes 4 T 16 L1 Red-L 14 115% Parallel 22'-7.50" 24.0 109.6 - -384.0 4 T L1 Supp Double chord extension 44 LF 4 T 1 L1A Red-L 14 115% Parallel 22'-7.50" 24.0 109.6 - 20-0.148x1.5 24.0 4 T L1A Supp Single chord extension 1.3125 LF 4 T L1A Supp Double chord extension 1.4375 LF 4 T 16 L2 Red-L 14 115% Parallel 15'-0.50" 16.0 136.0 6-0.148x1.5 -256.0 4 T L2 Supp Double chord extension 22.66667 LF 4 T 1 L2A Red-L 14 115% Parallel 15'-0.50" 16.0 136.0 6-0.148x1.5 -16.0 4 T L2A Shop red-l shear block, left end 4 T L2A Supp Double chord extension 1.416667 LF 4 T 6 L3 Red-L 14 115% Parallel 15'-0.50" 16.0 119.4 - -96.0 4 T L3 Supp Double chord extension 17 LF 4 T 6 L4 Red-L 14 115% Parallel 11'-7.50" 13.0 169.5 - 6-0.148x1.5 78.0 4 T L4 Supp Double chord extension 8.625 LF 4 T 6 L5 Red-L 14 115% Parallel 10'-6.50" 12.0 170.4 6-0.148x1.5 6-0.148x1.5 72.0 52 • • • • Red-L • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Total 926.0 Material List 134782 KAB Beehive FCU Boise Rexburg, ID D4: Beehive FCU- OW Preliminary: Not For Production Hillsboro Out For Approval Check 1 of 2 7/14/2023, 4:06 PM TeamBuilder 4.45 134782 Material List.xlsm D4: 134782 Beehive FCU Out For Approval 5 of 22 RedBuilt™ Open-Web Products Blocking Quantity Type Size Length Net Custom Width Series & Clip Spacing Tight To Notes Notes 4 R 5 2x4 19.000 (in) Nom Red-L - All Clips 24 Bearing Clip 4 R 4 2x4 24.000 (in) Nom Red-L - All Clips 24 Bearing Clip 4 4 R 60 2x4 19.000 (in) Net 3 Red-L - All Clips 24 Bearing Clip 3 4 R 12 2x4 24.000 (in) Net 3 Red-L - All Clips 24 Bearing Clip 3 & 4 4 R 19 2x6 19.000 (in) Nom Red-L - All Clips 24 Bearing Clip 4 R 6 2x6 24.000 (in) Nom Red-L - All Clips 24 Bearing Clip 4 4 Note 3 INSTALLED ON EDGE @ DOUBLE TOP CHORD EXTENSIONS 4 Note 4 FIELD CUT BLOCKING TO FIT @ ODD SPACED MEMBERS RedBuilt™ Open-Web Products Bridging Lineal Ft Type Size Grade Notes Notes 4 R 122 2x6 RedBuilt™ Open-Web Products Strut Bracing Quantity Type Style Spacing Series Notes Notes 4 R 55 K5 24 Red-L RedBuilt™ Open-Web Products Cross Bracing Quantity Type Style Length Bend Profile Uplift Application Depth Spacing Notes Notes 4 R 26 B3R B3R 16.000 Wind Uplift <30" 14 RedBuilt™ Products Bearing Plate Lineal Ft Type Size Net Beveled Grade Profile Angle Thick Thin Width W2 Notes Notes 4 R 49 BP1 2x6 Nom Bev. (Sgl.)P1 4.5 1.188 0.750 5.500 4 R 13 BP2 4x6 Nom Bev. (Sgl.)P1 12.2 1.938 0.750 5.500 4 R 13 BP3 4x6 Nom Bev. (Sgl.)P1 12.2 3.500 2.313 5.500 4 R 13 BP4 2x6 Nom Bev. (Sgl.)P1 12.2 1.500 0.313 5.500 4 R 47 BP5 4x6 Nom Bev. (Sgl.)P1 10.3 3.500 2.500 5.500 4 R 34 BP7 4x6 Nom Bev. (Sgl.)P1 10.3 3.500 2.500 5.500 4 R 14 BP6 2x6 Nom Bev. (Sgl.)P1 10.3 1.500 0.500 5.500 4 R 38 BP8 4x6 Nom Bev. (Sgl.)P1 14.6 2.188 0.750 5.500 4 R 38 BP9 4x6 Nom Bev. (Sgl.)P1 14.6 3.500 2.063 5.500 Hardware Quantity Type Description Notes Notes 1.0 lb 8dx1.5" Nails (0.131"x1.5") 11.0 lb 10dx1.5" Nails (0.148"x1.5") 4 R 24 A35 Framing Anchor 2 of 2 7/14/2023, 4:06 PM TeamBuilder 4.45 134782 Material List.xlsm D4: 134782 Beehive FCU Out For Approval 6 of 22 RedOpenWeb™ v5.0.30 7/14/2023 3:03:35 PM PAGE 1 Project: Beehive FCU Type: L1 Location: Rexburg, ID Qty: 16 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 6 17.25" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 4 15.75" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 23' 1.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 22' 7.500" Top Chord Slope = 3.19/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -1' 8.000" to 24' 7.500"Replaces TC Gross Wind Uplift (ULT) Strap(lbs)W(1.60)3667 0 Left End Adds to TC Drag = 2200# (ASD) Strap(lbs)W(1.60)3667 0 Right End Adds to TC Drag = 2200# (ASD) (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:U-Clips Bearing Clip:U-Clips Reinforcement:Double chord extension Reinforcement:Double chord extension DESIGN CONTROLS Truss Member's Critical Design Component Value: 96.9% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1444 S (1.15)-115 W (1.60)1437 S (1.15)-112 W (1.60) Live Load (lbs)923 -420 917 -416 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.903" (L/301) Deflection (Live Load)Span: 0.568" (L/478) Center Span Camber: 0.001", Specified 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 = 109.6 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.7 of 22 FSE-CORRECT VERIFY TRUSSES ARE BARREL TRUSSES 18 DO NOT SCALE THIS TRUSS PROFILE 16 16 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 16 16 23.34" 12 @ 23.411" 22.19" 22' 7.500" Left First Web Distance:11.705" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material:2 X 4 2700FB MSR Camber:0.001" Bottom Chord Slope:3.190/12 9.31" 11 @ 23.411" 6.00" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L1 Location: Rexburg, ID Quantity: 16 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/14/2023 3:03:35 PM Red-L™ SERIES LEGEND U-Clips @ LEFT TOP PIN# 1. U-Clips @ RIGHT TOP PIN# 13. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 2 ROW(S) OF BRIDGING AT PIN(S): 4, 9 8 of 22 RedOpenWeb™ v5.0.30 7/14/2023 1:24:20 PM PAGE 1 Project: Beehive FCU Type: L1A Location: Rexburg, ID Qty: 1 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 6 17.25" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 4 15.75" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 23' 1.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 22' 7.500" Top Chord Slope = 3.19/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -1' 8.000" to 24' 7.500"Replaces TC Gross Wind Uplift (ULT) Strap(lbs)W(1.60)3667 0 Left End Adds to TC Drag = 2200# (ASD) Strap(lbs)W(1.60)3667 0 Right End Adds to TC Drag = 2200# (ASD) (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:U-Clips Bearing Clip:No-Notch Lateral Reinforcement:Double chord extension Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 97.2% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1442 S (1.15)-115 W (1.60)1440 S (1.15)-112 W (1.60) Live Load (lbs)922 -419 919 -417 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.898" (L/302) Deflection (Live Load)Span: 0.565" (L/480) Center Span Camber: 0.001", Matched to L1 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 = 109.6 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.9 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 16 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 19 16 16 23.34" 11 @ 23.411" 22.911" 22.69" 22' 7.017" Left First Web Distance:11.705" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material:2 X 4 2700FB MSR Camber:0.001" Bottom Chord Slope:3.190/12 9.31" 11 @ 23.411" 6.00" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L1A Location: Rexburg, ID Quantity: 1 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/14/2023 1:24:20 PM Red-L™ SERIES LEGEND U-Clips @ LEFT TOP PIN# 1. No-Notch Lateral @ RIGHT TOP PIN# 13. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 2 ROW(S) OF BRIDGING AT PIN(S): 4, 9 10 of 22 RedOpenWeb™ v5.0.30 7/14/2023 1:22:42 PM PAGE 1 Project: Beehive FCU Type: L2 Location: Rexburg, ID Qty: 16 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 4 0.50" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 2 17.00" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 15' 6.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 15' 0.500" Top Chord Slope = -2.16/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 27.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -2.250" to 17' 1.250"Replaces TC Gross Wind Uplift (ULT) Strap(lbs)W(1.60)6000 0 Left End Adds to TC Drag = 2200# (ASD) Strap(lbs)W(1.60)6000 0 Right End Adds to TC Drag = 2200# (ASD) Point(lbs)W(1.60)1290 0 1' 3.564"Adds to TC, on chord(s)Fr= P*1.75/4.75 Point(lbs)W(1.60)-1290 0 1' 8.314"Adds to TC, on chord(s)Fr= P*1.75/4.75 LOAD GROUP #2 @ 27.000" O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Strap(lbs)W(1.60)-6000 0 Left End Adds to TC Drag = 3600# (ASD) Strap(lbs)W(1.60)-6000 0 Right End Adds to TC Drag = 3600# (ASD) Tapered(psf)S(1.15)30 to 0 0 to 0 2.750" to 6' 8.750"Adds to TC Snow Drift (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:6" No-Notch Bearing Clip:U-Clips Reinforcement:Chord(s) only Reinforcement:Double chord extension DESIGN CONTROLS Truss Member's Critical Design Component Value: 90.8% (Design / Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1180 S (1.15)-51 W (1.60)1178 S (1.15)-115 W (1.60) Live Load (lbs)820 -262 765 -356 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.303" (L/593) Deflection (Live Load)Span: 0.207" (L/868) Center Span Camber: 0.001", Specified 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 = 136.0 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.11 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 19 19 19 19 19 19 19 19 19 19 19 19 16 5.72" 7 @ 26.129" 22.73" 15' 0.008" Left First Web Distance:13.064" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material:2 X 4 2700FB MSR Camber:0.001" Bottom Chord Slope:-2.160/12 8.91" 6 @ 26.129" 9.14" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L2 Location: Rexburg, ID Quantity: 16 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/14/2023 1:22:42 PM Red-L™ SERIES LEGEND 6" No-Notch @ LEFT TOP PIN# 1. U-Clips @ RIGHT TOP PIN# 8. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 1 ROW(S) OF BRIDGING AT PIN(S): 4 12 of 22 RedOpenWeb™ v5.0.30 7/14/2023 1:20:25 PM PAGE 1 Project: Beehive FCU Type: L2A Location: Rexburg, ID Qty: 1 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 4 0.50" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 2 17.00" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 15' 6.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 15' 0.500" Top Chord Slope = -2.16/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 27.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -2.250" to 17' 1.250"Replaces TC Gross Wind Uplift (ULT) Strap(lbs)W(1.60)6000 0 Left End Adds to TC Drag = 2200# (ASD) Strap(lbs)W(1.60)6000 0 Right End Adds to TC Drag = 2200# (ASD) Point(lbs)W(1.60)1290 0 1' 3.564"Adds to TC, on chord(s)Fr= P*1.75/4.75 Point(lbs)W(1.60)-1290 0 1' 8.314"Adds to TC, on chord(s)Fr= P*1.75/4.75 LOAD GROUP #2 @ 27.000" O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Strap(lbs)W(1.60)-6000 0 Left End Adds to TC Drag = 3600# (ASD) Strap(lbs)W(1.60)-6000 0 Right End Adds to TC Drag = 3600# (ASD) Tapered(psf)S(1.15)30 to 0 0 to 0 2.750" to 6' 8.750"Adds to TC Snow Drift (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:6" No-Notch Bearing Clip:U-Clips Reinforcement:Chord(s) only Reinforcement:Double chord extension DESIGN CONTROLS Truss Member's Critical Design Component Value: 90.8% (Design / Allowable) A repetitive member increase was applied to application load group. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1180 S (1.15)-51 W (1.60)1178 S (1.15)-115 W (1.60) Live Load (lbs)820 -262 765 -356 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.303" (L/593) Deflection (Live Load)Span: 0.207" (L/868) Center Span Camber: 0.001", Specified 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 = 136.0 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.13 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 19 19 19 19 19 19 19 19 19 19 19 19 16 5.72" 7 @ 26.129" 22.73" 15' 0.008" Left First Web Distance:13.064" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material:2 X 4 2700FB MSR Camber:0.001" Bottom Chord Slope:-2.160/12 8.91" 6 @ 26.129" 9.14" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L2A Location: Rexburg, ID Quantity: 1 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/14/2023 1:20:25 PM Red-L™ SERIES LEGEND 6" No-Notch @ LEFT TOP PIN# 1. U-Clips @ RIGHT TOP PIN# 8. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 1 ROW(S) OF BRIDGING AT PIN(S): 4 14 of 22 RedOpenWeb™ v5.0.30 7/12/2023 10:49:11 AM PAGE 1 Project: Beehive FCU Type: L3 Location: Rexburg, ID Qty: 6 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 4 17.00" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 2 17.00" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 15' 6.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 15' 0.500" Top Chord Slope = -2.16/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -2.250" to 17' 1.250"Replaces TC Gross Wind Uplift (ULT) Strap(lbs)W(1.60)6000 0 Left End Adds to TC Drag = 2200# (ASD) Strap(lbs)W(1.60)6000 0 Right End Adds to TC Drag = 2200# (ASD) LOAD GROUP #2 @ 24.000" O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Strap(lbs)W(1.60)-6000 0 Left End Adds to TC Drag = 3600# (ASD) Strap(lbs)W(1.60)-6000 0 Right End Adds to TC Drag = 3600# (ASD) Tapered(psf)S(1.15)30 to 0 0 to 0 2.750" to 6' 8.750"Adds to TC Snow Drift (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:U-Clips Bearing Clip:U-Clips Reinforcement:Double chord extension Reinforcement:Double chord extension DESIGN CONTROLS Truss Member's Critical Design Component Value: 91.3% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1194 S (1.15)-37 W (1.60)1049 S (1.15)-84 W (1.60) Live Load (lbs)825 -253 685 -297 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.316" (L/572) Deflection (Live Load)Span: 0.220" (L/822) Center Span Camber: 0.001", Specified 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 = 119.4 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.15 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 19 19 19 19 19 19 19 19 19 19 19 19 16 23.00" 26.627" 6 @ 26.129" 22.73" 15' 0.500" Left First Web Distance:13.563" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material:2 X 4 2400FB MSR Camber:0.001" Bottom Chord Slope:-2.160/12 8.91" 6 @ 26.129" 9.14" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L3 Location: Rexburg, ID Quantity: 6 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/12/2023 10:49:11 AM Red-L™ SERIES LEGEND U-Clips @ LEFT TOP PIN# 1. U-Clips @ RIGHT TOP PIN# 8. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 1 ROW(S) OF BRIDGING AT PIN(S): 4 16 of 22 RedOpenWeb™ v5.0.30 7/12/2023 10:59:57 AM PAGE 1 Project: Beehive FCU Type: L4 Location: Rexburg, ID Qty: 6 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 6 17.25" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 5 3.00" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 12' 1.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 11' 7.500" Top Chord Slope = 4.08/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 -1' 8.000" to 12' 0.750"Replaces TC Gross Wind Uplift (ULT) LOAD GROUP #2 @ 24.000" O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)S(1.15)30 0 -1' 8.000" to 12' 0.750"Adds to TC Snow Drift (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:U-Clips Bearing Clip:6" No-Notch Reinforcement:Double chord extension Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 92.8% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)1291 S (1.15)-72 W (1.60)1036 S (1.15)-48 W (1.60) Live Load (lbs)992 -247 792 -190 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.172" (L/809) Deflection (Live Load)Span: 0.130" (L/1069) Center Span Camber: 0.001", Specified 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 = 169.5 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.17 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 19 19 19 19 19 19 19 19 19 19 16 23.77" 6 @ 24.474" 3.40" 11' 7.027" Left First Web Distance:12.237" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material:2 X 4 2400FB MSR Camber:0.001" Bottom Chord Slope:4.080/12 9.51" 5 @ 24.474" 6.10" 14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L4 Location: Rexburg, ID Quantity: 6 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/12/2023 10:59:57 AM Red-L™ SERIES LEGEND U-Clips @ LEFT TOP PIN# 1. 6" No-Notch @ RIGHT TOP PIN# 7. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 1 ROW(S) OF BRIDGING AT PIN(S): 3 18 of 22 RedOpenWeb™ v5.0.30 7/12/2023 11:05:00 AM PAGE 1 Project: Beehive FCU Type: L5 Location: Rexburg, ID Qty: 6 Delivery: R4 Project Number: 134782 Del. Desc.: Barrel Roof THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED C 5 3.00" 2.50" Min. Gap 5.50" All dimensions are horizontal. C 4 0.50" 2.50" Min. Gap 5.50" Product diagram is conceptual. Reference Span = 11' 0.000" 14.000" Red-L™ OPEN WEB TRUSS Parallel Profile Clear Span = 10' 6.500" Top Chord Slope = 1.35/12 LOADS Analysis for Open-web Member Supporting SNOW Structural Classification. Loads (psf): 35 Snow at 115% duration, 15.5 Dead (top chord), 5 Dead (bottom chord), @ 24.000" O.C. and: LOAD GROUP #1 @ 24.000" O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)W(1.60)-26.5 15 0.250" to 11' 2.250"Replaces TC Gross Wind Uplift (ULT) LOAD GROUP #2 @ 24.000" O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1)APPL APPLIED TO COMMENT Uniform(psf)S(1.15)30 0 0.250" to 11' 2.250"Adds to TC Snow Drift (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:6" No-Notch Bearing Clip:6" No-Notch Reinforcement:Chord(s) only Reinforcement:Chord(s) only DESIGN CONTROLS Truss Member's Critical Design Component Value: 86.1% (Design / Allowable) A repetitive member increase was applied to application load group and @ load group(s): 1, 2. Truss design includes consideration for partial span application live load. REACTIONS LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load (lbs)932 S (1.15)-45 W (1.60)971 S (1.15)-46 W (1.60) Live Load (lbs)712 -174 740 -181 DEFLECTIONS & CAMBER Deflection (Total Load)Span: 0.129" (L/973) Deflection (Live Load)Span: 0.098" (L/1285) Center Span Camber: 0.001", Specified 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 = 170.4 plf OPERATOR INFORMATION Tyson Mauchley, 208-364-1336 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.19 of 22 VERIFY TRUSSES ARE BARREL TRUSSES DO NOT SCALE THIS TRUSS PROFILE 16 19 19 19 19 19 19 19 19 16 2.93" 5 @ 25.260" 5.62" 10' 5.506" Left First Web Distance:12.630" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material:2 X 4 2400FB MSR Camber:0.001" Bottom Chord Slope:1.350/12 9.06" 4 @ 25.259" 9.06"14.000" Copyright © 2023 by RedBuilt LLC Red-L™, and RedOpenWeb™ are trademarks of RedBuilt LLC, Boise, Idaho. RedBuilt™ is a trademark of RedBuilt LLC, Boise, Idaho, USA. Project: Beehive FCU Truss ID: L5 Location: Rexburg, ID Quantity: 6 Delivery: R4 Project Number: 134782 RedOpenWeb™ v5.0.30 7/12/2023 11:05:00 AM Red-L™ SERIES LEGEND 6" No-Notch @ LEFT TOP PIN# 1. 6" No-Notch @ RIGHT TOP PIN# 6. 5/8" DIA. PIN 3/8" DIA. PIN WEB, 1" DIA. & WEB GAUGE 1 1/8" DIA. 1 ROW(S) OF BRIDGING AT PIN(S): 3 20 of 22 Type: A1Project: Location:Rexburg, ID Folder:IJ Roof Date:7/12/23 11:21 AM RedSpec™ by RedBuilt™Designer:T. Mauchley v7.1.15 Comment: 14" Red-I45™ @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Design Allow.DOL Combination Pattern Pass/Fail Shear (lb)34%770 2254 Snow(115%)1.0D+1.0S All Spans PASS Positive Moment (ft-lb)42%2695 6406 Snow(115%)1.0D+1.0S All Spans PASS Negative Moment (ft-lb)2%-191 8912 Wind(160%)0.6D+0.6W All Spans PASS DEFLECTIONS (in)%Design Allow.Design Allow.Combination Pattern Pass/Fail Span Live 22%0.154 0.700 L / 999+ L / 240 1.0D+1.0S All Spans PASS Span Total 26%0.242 0.933 L / 696 L / 180 1.0D+1.0S All Spans PASS SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%)490 (115)490 (115) Dead Reaction (lb)280 280 Total Reaction (lb) (DOL%)770 (115)770 (115) Net Uplift Reaction (lb) (DOL%)-55 (160)-55 (160) Bearing Flush Flush Support Wall Wall Req'd Bearing, No Stiffeners (in)1.75 1.75 Req'd Bearing, Stiffeners (in)-- HANGERS Model Top Face Member Header Size Left MIU1.81/14*(22) 0.148x1.5 (6) 0.148x1.5 Sawn DF 2x16 Slope: 0 None, Skew: 0 None Right MIU1.81/14*(22) 0.148x1.5 (6) 0.148x1.5 Sawn DF 2x16 Slope: 0 None, Skew: 0 None (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans.Member Slope: 0/12 14'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%)35 20 0 24"Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%)-26.5 0 0'-0.0" to 14'-0.0"Adds To Wind Uplift (ULT) NOTES • Building code and design methodology: 2018 IBC ASD (US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. C:\Users\tmauchley\RedBuilt\134782 Beehive FCU - Rexburg - General\Design\134782 IJ Calcs.red The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-I45™, Red-I45L™, Red-I58™, Red-I65™, Red-I90™, Red-I90H™, Red-I90HS™, Red-L™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2022 RedBuilt LLC. All rights reserved. 7/12/2023 11:21:07 AM : IJ Roof : A1 Page 1 of 1 21 of 22 Type: A2Project:Beehive FCU Location:Rexburg, ID Folder:IJ Roof Date:7/12/23 11:26 AM RedSpec™ by RedBuilt™Designer:T. Mauchley v7.1.15 Comment: 9.5" Red-I45™ @ 24" o.c. This product meets or exceeds the set design controls for the application and loads listed DESIGN CONTROLS %Design Allow.DOL Combination Pattern Pass/Fail Shear (lb)42%772 1828 Snow(115%)1.0D+1.0S Odd Members PASS Positive Moment (ft-lb)65%2723 4163 Snow(115%)1.0D+1.0S Odd Members PASS Negative Moment (ft-lb)5%-220 4163 Snow(115%)1.0D+1.0S All Spans PASS DEFLECTIONS (in)%Design Allow.Design Allow.Combination Pattern Pass/Fail Span Live 54%0.384 0.711 L / 444 L / 240 1.0D+1.0S Odd Members PASS Span Total 63%0.595 0.948 L / 287 L / 180 1.0D+1.0S Odd Members PASS Overhang Live (down)25%0.050 0.201 2L / 972 2L / 240 0.6D+0.42W Odd Members PASS Overhang Total (down)1%0.002 0.268 2L / 999+2L / 180 0.6D+0.42W Odd Members PASS Overhang Live (up)-0.156 2L / 309 Overhang Total (up)-0.235 2L / 205 SUPPORTS Support 1 Support 2 Live Reaction, Critical (lb) (DOL%)496 (115)646 (115) Dead Reaction (lb)279 370 Total Reaction (lb) (DOL%)774 (115)1016 (115) Net Uplift Reaction (lb) (DOL%)-58 (160)-71 (160) Bearing Flush Bottom Support Wall Wall Req'd Bearing, No Stiffeners (in)1.75 3.50 Req'd Bearing, Stiffeners (in)-- HANGERS Model Top Face Member Header Size Left HU9X*SLD5 (24) 0.148x3 (10) 0.148x1.5 LVL DF/SP 1.75x11.875 Slope: 5º Down, Skew: 0 None (* = Web stiffeners required) SPANS AND LOADS Dimensions represent horizontal design spans.Member Slope: -1/12 î 14'- 2.0"2'- 0.0" APPLICATION LOADS Type Units DOL Live Dead Partition Tributary Member Type Uniform psf Snow(115%)35 20 0 24"Snow Roof Joist ADDITIONAL LOADS Type Units DOL Live Dead Location from left Application Comment Uniform psf Wind(160%)-26.5 0 0'-0.0" to 16'-2.0"Adds To Wind Uplift (ULT) NOTES • Building code and design methodology: 2018 IBC ASD (US). • Product Acceptance: ICC-ES ESR-2994 and LABC/LARC Supplement. • Birdsmouth and beveled plate conditions require additional consideration. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Sloped length multiplier = 1.003. Bevel cut add = 0.79". C:\Users\tmauchley\RedBuilt\134782 Beehive FCU - Rexburg - General\Design\134782 IJ Calcs.red The products noted are intended for interior, untreated, non-corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuilt™ recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuilt™ associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuilt™, RedSpec™, Red-I™, Red-I45™, Red-I45L™, Red-I58™, Red-I65™, Red-I90™, Red-I90H™, Red-I90HS™, Red-L™, Red-W™, Red-S™, Red-M™, Red-H™, RedLam™, FloorChoice™ are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2022 RedBuilt LLC. All rights reserved. 7/12/2023 11:26:10 AM Beehive FCU : IJ Roof : A2 Page 1 of 1 22 of 22 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. Install 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 03/21 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-I TM , 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. 7/ 1 3 / 2 0 2 3 4 : 1 1 : 1 7 P M Re d B u i l t , L L C STANDARD INSTALLATION DETAILS6 6A 6D 6E 6B 6C 6F Recommended Attachment for Non-load Bearing Partitions Spacing of clips and blocks per EOR Under Roof Under Floor Slotted truss clip by others each side of I-joist. Do not nail clip to wall. Non-load bearing partition wall 2x blocking by others. Attach to joists with 1-10dx3" nails each side of block (similar with I-joist blocking) Distance "X" (gap between wall & joist) 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'' Slotted truss clip by others each side of I -joist. Do not nail clip to wall. Non-load bearing partition wall Distance "X" (gap between wall & joist) Support Detail for Loads Supported from I-joist Note: Use this detail for loads exceeding 250 lbs. per I-joist. A 250 lb. load can be supported on each side of the joist's bottom flange at 5'-0" on center, provided the load is included in normal design loads. 2x or 4x support member with hangers by others attached to filler. Locate support member vertically as required. 1/8" gap min 1/8" gap min 2x filler by others (12" long by support member depth min.) Nail through web into filler by others (50# for each 8dx2 1/2" nail) Clinch nails LOAD Suspended Framing from I-joists 1/8" gap min 1/8" gap min Nails per "filler nails" section of chart Suspended framing or braces as shown in the construction documents I-joist per plan Framing nails -nails per EOR specifications Attach Braces to Fillers 2x filler by others (each side), refer to "filler nails" section of nailing chart for required nailing Filler by others Section A-A Filler Nailing Chart Specified Framing Nails Req'd Filler Nails* (each side) 2-10d (3'') 4-10d (3'') 6-10d (3'') 2-16d (3 1/2'') 4-16d (3 1/2'') 6-16d (3 1/2'') *Filler nails shall be 16d sinker or 12d common (0.148'', 3 1/4'' long) 2 3 5 2 3 5 Continuous Tension Bridging Tension Bridging with Nailer 2-10dx1 1/2'' nails by RB both ends Metal tension bridging by RB. See plan for length and locations. Attach bracing as joists are installed. NOTE: 2-10dx3" nails through nailer and into bottom flange, typical at each joist Metal tension bridging by RB. See plan for length and locations. Attach bracing as joists are installed. 2x4 bottom chord nailer by others 2-10dx1 1/2'' nails by RB both ends Guidelines for Hanging Loads at Oblique JoistsLoad Tension bridging by RB Brace (or direct attached ceiling) req'd to resist tangential component of hanging load Tangential load Normal load Hanging load 1.The joists are designed for the normal component of the vertical load only. The tangential component of the vertical load must be designed into the roof diaphragm. 2.The top flange alignment must remain straight within 1/2" 3.Top and bottom flange must be aligned in a plane perpendicular to the roof deck. Depending on slope and span, temporary bracing may be req'd to maintain alignment until roof is sheathed. 4.The roof system is unstable until sheathed. do not stack sheathing materials on unsheathed portions of the roof. 5.Bracing is req'd for the support of any loads connected to the flange of any joist. 90º A A PRODUCT HANDLING THIS NOT THIS Lift joists from underside only. DO NOT dump or drop from truck. DO NOT lift joists by top flange DO NOT lift joists in the flat orientation 1 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. PRODUCT STORAGE2 ALLOWABLE HOLES7 Minimum distance from Table A 1 1/2" knockouts at approximately 12" on-center available in most joist series. Joists may be oriented with knockouts at top or bottom Grouped holes are permitted if the group perimeter meets the requirements for square or round holes Minimum distance from Table B 1 1/2" hole may be cut anywhere in web outside of hatched zone 2 x D1 minimum (applies to all holes except knockouts) For rectangular holes, L2 is the longest horizontal or vertical measurement L1 D1 2 x L2 minimum (applies to all holes except knockouts) L2 D2 Do not cut holes larger than 1 1/2" in cantilever DO NOT cut, drill, or notch flanges • Protect products from sun and water. • Use support blocks at 10' on-center to keep products out of mud and water. CAUTION Wrap is slippery when wet or icy. Store and handle joists in vertical orientation. Leave joists banded together until ready to install. THIS NOT THIS WARNING Workers should stay clear when cutting the banding to avoid possible injury from flying banding or toppling joists. DO NOT store joists in the flat orientation WEB STIFFENER REQUIREMENTS4 • Web stiffener requirements vary based on joist series and depth; they are always required at bearing on joists 20" in depth or greater. • See plan/details for requirements specific to the joists being used on this project. • If web stiffeners are required at hanger locations, they must be attached before placing joist in hanger. Load Transfer at Concentrated Loads Use solid 2x blocking under post to transfer load around joist. Cut blocks 1/16" longer than joist depth. Minimum Web Stiffener Size and Material Flange Width Web Stiffener Size Web Stiffener Material 1 3/4" 2.3", 2 1/2" 3 1/2" 5/8"x2 5/16" 7/8"x2 5/16" 2x4 Sheathing (with face grain vertical) that meets the requirements of PS1 or PS2 Construction grade or better Red-I90HS™ Joists require LVL/LSL If you have questions or concerns: Call your RedBuilt™ Representative directly, or for general customer service call (866) 859-6757 Sheet R002 Rev 09/22 • Tables are based on maximum allowable uniform loads. Bold Italic cells indicate 2000 lb. concentrated load spread over two joists has not been considered, use RedSpec™ software or contact your RedBuilt™ technical representative if concentrated load check is required. • For other hole sizes, hole locations, or loads, use RedSpec™ software or contact your RedBuilt™ technical representative • Holes may be located vertically anywhere in the web. Leave 1/8" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. • Knockouts are located in web at approximately 12" on-center; they do not affect hole placement. • Do not cut holes in cantilever without consulting your RedBuilt™ representative. 1. Determine the hole shape and size. For rectangular holes, use the largest dimension of the rectangle. Sizes given in the table are hole sizes, not duct sizes. 2. Determine the Red-I™ joist series and depth. 3. Determine the type of support on each side of the hole. If the Red-I™ joist is continuous over a support, use both tables. Use Table A if the joist terminates at both supports. 4. Find the table cell at the intersection of the Red-I™ joist and the hole. 5. The measurement shown is the minimum distance from the edge of the hole to the inside face of the support. 6. Maintain the minimum required distance from both supports. 7. It is permissible to interpolate between hole sizes shown in the tables. How to use Tables A and BGeneral Notes Joist Depth 6" Table A -End Support Table B -Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest end support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Round Hole Size 2"4"6"8"10"12"14"16"18"20" Square or Rectangular Hole Size 1.25"2.5"4"5"6"7"8.5"9.5"10.5"13" Joist Depth Joist Series 9 1/2" 11 7/8" 14" 16" 18" 20" 22" 24" to 26" 28" to 32" I45L / I45 I58 / I65 I90 I45L / I45 I58 / I65 I90/ I90H I90HS I45L / I45 I58 / I65 I90/ I90H I90HS I45 / I65 I58 I90/ I90H I90HS I45 / I65 I90/ I90H I90HS I90HS I90HS I90HS I90HS I45 / I65 I90/ I90H I90/ I90H I90/ I90H I90/ I90H I65 I65 I65 1'-0"2'-6"4'-0"------- ------- ------- ------ ------ ------ ------- ------ ------ ----- ------ ---- ---- ---- ----- --- --- ---- -- -- -- - - - -- - - 1'-6"3'-0"5'-0" 2'-0"3'-6"5'-6" 1'-0"2'-0"3'-6"5'-0" 1'-6"3'-0"4'-6"6'-6" 1'-6"3'-6"5'-6"7'-0" 2'-0"4'-0"6'-6" 1'-0"2'-0"3'-0"4'-0"6'-0" 1'-0"2'-6"4'-0"5'-6"8'-0" 1'-0"3'-0"5'-0"6'-6"9'-0" 2'-0"4'-0"6'-0"8'-0" 1'-0"1'-6"3'-0"4'-0"5'-0"8'-0" 1'-6"3'-0"4'-6"6'-6"9'-6" 2'-0"4'-0"6'-0"8'-6"10'-6" 1'-0" 1'-0" 4'-0"6'-0"8'-0"10'-0"2'-0" 1'-0"2'-6"3'-6"4'-6"1'-0"6'-0"9'-0" 1'-0"2'-6"5'-0"7'-0"1'-0"9'-6"12'-6" 4'-0"6'-0"8'-0"10'-0"2'-0"12'-0" 1'-0"2'-0"3'-0"4'-0"1'-0"5'-0"7'-0"10'-6" 1'-0"2'-0"4'-0"6'-0"1'-0"8'-0"11'-0"14'-0" 4'-0"6'-0"8'-0"9'-6"2'-0"11'-6"14'-0" 1'-0"1'-0"1'-6"2'-6"3'-6"4'-6"5'-6"7'-6"11'-6" 1'-0"1'-0"1'-0"3'-0"5'-0"7'-0"9'-0"12'-6"16'-0" 4'-0"2'-0"6'-0"8'-0"9'-6"11'-6"13'-6"16'-0" 1'-6"1'-0"2'-6"3'-6"4'-0"5'-0"6'-0"7'-6"10'-0" 1'-0"1'-0"2'-0"3'-6"5'-0"6'-6"8'-6"10'-6"14'-6"18'-6" 4'-0"2'-0"6'-0"7'-6"9'-6"11'-6"13'-6"15'-0"18'-0" 2'-0"1'-0"2'-6"3'-6"4'-0"5'-0"6'-0"7'-0"8'-0"10'-6" 1'-6"1'-0"2'-6"4'-0"5'-6"6'-6"8'-0"9'-6"11'-6"14'-6" 3'-6"2'-0"5'-0"7'-0"8'-6"10'-0"12'-0"13'-6"16'-0"18'-6" 9 1/2" 11 7/8" 14" 16" 18" 20" 22" 24" to 26" 28" to 32" I45L / I45 I58 / I65 I90 Joist Depth Joist Series 2"4"6"8"10"12"14"16"18"20" Round Hole Size Square or Rectangular Hole Size 1.25"2.5"4"5"6"7"8.5"9.5"10.5"13" I45L / I45 I58 / I65 I90/ I90H I90HS I45L / I45 I58 / I65 I90/ I90H I90HS I45 / I65 I58 I90/ I90H I90HS I45 / I65 I90/ I90H I90HS I90HS I45 / I65 I90/ I90H I90HS I90/ I90H I65 I90HS I90/ I90H I65 I90HS I90/ I90H I65 1'-0"2'-6"5'-0"------- -------1'-6"4'-0"6'-6" ------- ------ ------ ------ ------- ----- ----- ----- ------ ---- ---- ---- ----- --- --- ---- -- -- --- - -- -- - - - 3'-0"5'-6"8'-0" 1'-0"2'-0"4'-0"6'-6" 1'-0"3'-0"5'-6"8'-6" 2'-0"4'-6"7'-6"10'-0" 3'-6"6'-0"9'-0" 1'-0"1'-0"3'-0"5'-0"7'-0" 1'-0"1'-6"4'-0"7'-0"10'-6" 1'-0"3'-6"6'-0"9'-0"12'-6" 4'-0"6'-6"9'-0"11'-6" 1'-0"1'-0"2'-0"4'-0"6'-6"10'-0" 1'-0"1'-0"2'-0"4'-0"6'-6"10'-0" 1'-0"1'-6"4'-6"8'-0"11'-0"14'-6" 3'-0"6'-0"8'-6"11'-6"14'-0" 1'-0"1'-0"1'-0"2'-6"5'-0"8'-0"12'-0" 1'-0"1'-0"2'-6"5'-6"9'-0"12'-6"17'-0" 2'-6"5'-6"8'-0"11'-0"13'-6"16'-6" 1'-0"1'-0"1'-0"1'-0"3'-6" 1'-0"1'-0"1'-0"3'-6"7'-0"10'-6"14'-6" 6'-0"9'-0"13'-6" 19'-6" 2'-0"5'-0"7'-6"10'-6"13'-6"16'-0"19'-6" 1'-0"1'-0"1'-0"1'-0"2'-0"4'-6"7'-0"10'-0"15'-0" 1'-0"1'-0"1'-6"4'-0"6'-6"9'-6"12'-0"16'-0" 1'-0"3'-0"6'-0"9'-0"12'-6"15'-6"18'-6"22'-0" 1'-0"1'-0"1'-6"3'-0"4'-6"6'-0"7'-6"10'-0"13'-6" 1'-6"3'-0"4'-6"6'-0"7'-6"9'-0"11'-0"14'-0"18'-6" 1'-6"4'-0"6'-6"9'-0"11'-6"17'-0"20'-0"23'-0"14'-0" 1'-0"1'-0"1'-6"3'-0"4'-6"7'-6"9'-0"11'-0"6'-0"13'-6" 1'-6"3'-0"4'-6"6'-0"7'-6"11'-0"12'-6"15'-6"9'-0"18'-6" 1'-0"2'-6"4'-6"7'-0"9'-6"14'-6"17'-0"19'-6"12'-0"21'-6" RedBuilt™ Red-I ®Product Sections -Refer to plan for series and depth Red-I45LTM Red-I45TM Red-I58TM Red-I65TM Red-I90TM Red-I90HTM Red-I90HSTM 3/8" 1 3/4" 1 3 / 8 " 3/8" 1 3/4" 1 1 / 2 " 3/8" 2.3" 1 3 / 8 " 7/16" 2 1/2" 1 1 / 2 " 7/16" 3 1/2" 1 1 / 2 " 7/16" 3 1/2" 1 3 / 4 " 1/2" 2 1 / 2 " I-JOIST INSTALLATION INFORMATION 6" 6"6" 6" INSTALLATION BRACING5 DO NOT walk on the joists until all joist bearings and bracing have been permanently attached. Injury may result. Without correctly installed bracing, joists can buckle sideways or roll over, causing death, serious personal injury, or property damage. 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 joist installation. WARNING NOTICE DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. IMPORTANT Strut lines must extend to braced end wall, beam or sheathing. Strut lines (1x4 minimum) ·6' on-center for joists with 1 3/4" wide flanges ·8' on-center for joists with 2.3" & 2 1/2" wide flanges ·10' on-center for joists with 3 1/2" wide flanges Strut lines are required at all bearing locations where joists are not otherwise braced. Cantilever bracing may be required. See plan. Ends of cantilevers must be laterally stabilized with blocking, bracing or rim joist I -joist blocking panel (or equal) required at each side of I -joist for lateral stability and to transfer wall load above (as occurs) to bearing wall below. See plan/details for specific applications. Blocking attachment: Minimum 10dx3" nails at 12" OC each side of I -joist blocking panel. When used for shear transfer, nail to bearing plate with connections equivalent to sheathing nail schedule. 4' (minimum) strip of sheathing (temporary or permanent) if there is no braced end wall. If permanent, fasten per plans and specifications. If temporary, use 8dx2 1/2" (0.113"∅x2 1/2") nails at 12" OC. Fill all nail holes with the proper nails Stack building materials over walls or beams only Two 8d (0.113"∅x2 1/2") nails minimum per joist • All blocking, hangers, rim boards, and rim joists at the end supports of the I-joists must be completely installed and properly nailed. • I-joist flanges must remain straight within 1/2" from true alignment. • Sheathing must be completely attached to each I-joist before additional loads can be placed on the system. • Without bracing, buckling sideways or rollover is highly probable under light construction loads like a worker or stacked sheathing. WARNING FLANGE AND BEAM NAILING3 Nailing pattern to be per contract drawings and specification. In addition, nail spacing shall comply with the criteria listed. Joist attachment:For 1 3/8" thick flanges, attach with a minimum of one 8dx2 1/2" box nail, each side of Red-I TM joist at bearing. Use 10dx3" box nails with 1 1/2" thick flanges, 12dx3 1/4" box nails with 1 3/4" thick flanges and 16dx3 1/2" box nails with 2 1/2" thick flanges. Maintain 1 1/2" minimum end distance to minimize splitting. IMPORTANT Nailing closer than specified may cause the flange to split. Top of Flange Closest spacing Nailing of sheathing (1) If more than one row of nails is used, offset rows at least 1/2" and stagger. Maintain 3/8" minimum edge distance. (2) Sheathing must be nailed to the full length of the top (or compression) flange on the I -joist with the maximum nail spacing as follows: • 18" OC for I -joists with flange widths less than 2". • 24" OC for I -joists with flange widths greater than 2". (3) 14-gauge staples may be a direct substitute for 8dx2 1/2" nails if a minimum penetration of 1" into the flange is maintained. (4) Minimum spacing must be 5" for 4 rows of nails. (5) Spacing may be reduced to 5" where nail penetration does not exceed 1 3/8". (6) For diaphragm nailing criteria see section 4.2.7 AWC SDPWS. Maximum diaphragm nail penetration for Red-I45LTM and Red-I58TM joists is 1 3/8". 1/2" Nail Size .131"x2 1/2" .113"x2 1/2" .128"x3" .148"x3" .128"x3 1/4" .148"x3 1/4" .135"x3 1/2" .148"x3 1/4" .162"x3 1/2" 2" 2" 2" 2" 3" 3" 3" 3" 4" 4" 4" 4" 4" 4" 4" 4" 4" 6" 3" 3" 3" 3" 4" 4"(4) 8"(5) 4"(4) 4"(4) Closest On-Center Spacing Per Row(1) 1 1/2" Thick I -Joist Flange(2) 1 3/8" Thick I -Joist Flange(2)(6) RedLam™ LVL Narrow Face 3 1/2" 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 Nailing Quantities for Web Stiffener Attachment Red-I TM Joist Depth Red-I45LTM Red-I45TM Red-I90TM Red-I90HTM Red-I90HSTM 0.113"x 2 1/2" Nails(1)0.135" x 3 1/2" Nails(2) End or Intermediate End or Intermediate End or IntermediateEnd 9 1/2" 11 7/8" 14" 16" 18" 20" 22" 24" 26" 28" 30" 32" 4 4 7 8 9 11 N/A N/A N/A N/A N/A N/A N/A N/A N/A 3 3 44 5 5 5 5 5 6 6 7 7 8 9 9 12 14 15 16 18 N/A 7 7 9 11 11 13 15 15 19 17 Intermediate 2.1"3/4"x2 5/16" (1) 0.113x2 1/4" smooth or deformed-shank nails are acceptable (2) 0.131x3 1/4" smooth or deformed-shank nails are acceptable END -Web stiffeners required at load bearing wall or other concentrated load above (exceeding 1,500 lbs). See plan/details for specific requirements. -AT ALL CONDITIONS: Web stiffener on both sides -must be tight against top or bottom flange. Attach to joist per chart Gap Tight 1" Typ(1) Space nails equally(2) Gap INTERMEDIATE INTERMEDIATE LOAD ABOVE Tight (1) 1 1/2" for 2x4 sawn lumber (2) nails may be driven from one side only 1" Typ(1) 1/8" to 2 3/4" 1/8" to 2 3/4" Red-I45TM Red-I45LTM Red-I53TM Red-I58TM 16g staple x 1 1/2" with 7/16" crown N/A End or Intermediate Red-I65TM N/A N/A 3 5 6 7 8 9 10 11 12 13 3 3 3 3 3 3 N/A N/A N/A N/A N/A N/A . .. . . .. . . .. . Red-I TM , 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. 7/ 1 3 / 2 0 2 3 4 : 1 2 : 1 1 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 •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 -SNOW DRIFT LENGTHX'-XX'' XX #.#'' W# TBXX TBXX R# G# 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 ROOF/SNOW LIVE LOAD (@ 115%): 35 PSF DEAD LOAD: 20 PSF GROSS WIND UPLIFT PRESSURE (@ 160%): -26.5 PSF ROOF DEFLECTION CRITERIA: LIVE LOAD DEFLECTION:L/360 TOTAL LOAD DEFLECTION:L/240 • ADDITIONAL SNOW DRIFTING HAS BEEN CONSIDERED IN THE DESIGN OF REDBUILT PRODUCTS AS NOTED ON PLAN. • SPRINKLER LINES ARE ASSUMED TO BE INCLUDED IN DESIGN DEAD LOAD 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 2x6 BRIDGING BY RB, FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAILS 8D & 8E ON OPEN WEB I NSTALLATION SHEET. NO MORE THAN 40 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 BEARING PLATE TYPE FOR GENERAL BEARING LOCATIONS OR SPECIFIC DETAIL WHERE SHOWN, SEE MATERIAL LIST. ALL DIMENSIONS ARE FROM FACE-OF-STUD, FACE-OF-CONCRETE OR CENTER-OF COLUMN/BEAM UNLESS NOTED OTHERWISE. RIM BOARD/FASCIA MATERIAL WILL BE SUPPLIED @ "STANDARD" 16'-0" LENGTHS AND AS EITHER LSL OR LVL. 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%). CONTINUOUS HANGER TYPE. SEE HANGER INFO. ALL I -JOISTS WILL BE SENT LONG TO BE FIELD TRIMMED, UNLESS MARKED "PET" ON MATERIAL LIST. CONTINUOUS ROW(S) OF METAL TENSION BRACING PROVIDED BY RB. FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAI LS 6D & 6E ON I -JOIST INSTALLATION SHEET. "TB##" -METAL BRACE TYPE PER SIMPSON STRONG TIE. INTERMITTENT ROW(S) OF METAL TENSION BRACING PROVIDED BY RB. FOR ADDITIONAL INFORMATION, SEE MATERIAL LIST AND DETAI LS 6D & 6E ON I -JOIST INSTALLATION SHEET. "TB##" -METAL BRACE TYPE PER SIMPSON STRONG TIE. WEB STIFFENER TYPE FOR GENERAL BEARING LOCATIONS OR SPECIFIC DETAIL WHERE SHOWN, SEE MATERIAL LIST. SEE I -JOIST INSTALLATION SHEET, SECTION 4, FOR WEB STIFFENER NAILING. 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. LOCATION OF GLULAM BEAM. SEE MATERIAL LIST FOR MORE INFORMATION. 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 RESPONSIBILITY OF DESIGN PROFESSIONAL OF RECORD AND ARE NOT PROVIDED BY REDBUILT. I-JOIST NOTES & LEGEND OPEN-WEB NOTES & LEGEND RECTANGULAR SECTIONS THIRD PARTY PRODUCTS SOURCED BY REDBUILT BP# # 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. EOR: PLEASE VERIFY THE SPECIFIED WIND GIVEN IN CONDOCS IS THE GROSS WIND UPLIFT PRESSURE OF THE BUILDING AT 160% ULTIMATE 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-I TM, 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 7/ 1 4 / 2 0 2 3 1 : 4 4 : 3 7 P M C: \ U s e r s \ k b a t e s \ R e d B u i l t \ 1 3 4 7 8 2 B e e h i v e F C U - R e x b u rg - G e n e r a l \ D e s i g n \ 1 3 4 7 8 2 R 2 2 B e e h i v e F C U B a r r e l R oo f . r v t R010 PROJECT INFORMATION 134782 KAB TM 7/13/23 7/14/23 Be e h i v e F C U Co r n e r o f 2 n d E a s t a n d M o o d y Rd Re x b u r g , I D 8 3 4 4 0 Re d B u i l t , L L C OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION Revisions # by Description Date FSE-26.5 PSF IS THE NET UPLIFT ON ROOF, SEES1.0 6' - 6"30 P S F 6' -0" 30 PSF A1(9) A3(5)A2(15)FBO FBO FBO FBO FBO L5(6) L4(6) ABB.1C.1D.1E 1 2 3 4 5 6 CD 11'-4 3/4"2'-7 1/4"6'-0 3/4"6'-1 1/4"1'-10 3/4"5'-5 1/4"13'-4" 46'-10" 14 ' - 1 3 / 4 " 4' - 1 0 " 10 ' - 8 " 11 ' - 0 " 12 ' - 1 " 52 ' - 8 3 / 4 " FIELD CUT I -JOISTS FOR FRAMING AROUND WALL PER PLAN 1 TYP R5 R4 R4 G2 R2 R2 R2 R1 G3 G3 R3R3 G1 G1 EOR/AOR/GC: ELEVATIONS LISTED ARE TO TOP OF STUD WALL OR STEEL BEAM AND BELOW BEVELED BEARING PLATE AT GRID LINES 2, 4, 5, & 6 -PLEASE VERIFY EACH CLOUDED ELEVATION ELSE PROVIDE ACCURATE ELEVATION (SEE PAGES R130 & R131) 1.5x14 LSL FASCIA TYP @ ROOF PERIMETER 2 TYP RED END OF TRUSS CHORD TOWARD GRID-5 16" TYP 1" : 1 2 " AR C S L O P E R = 5 5 ' ARC SLOPE R = 20' START LAYOUT @ 24" O.C. START LAYOUT @ 24" O.C. FO S T U D CL B E A M FO S T U D FO S T U D CL CL CL CL CL CL CL CL FO STUD 3'-11" FO S T U D 9 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 9 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 11 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 11 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 12 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 10 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ S4.2 234 S4.2 234 5 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 6 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 7 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ S4.0 202 4' - 0 " START LAYOUT @ 24" O.C. BP1 BP1 BP4 BP3 BP2 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-I TM, 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 7/ 1 4 / 2 0 2 3 4 : 1 4 : 1 3 P M C: \ U s e r s \ k b a t e s \ R e d B u i l t \ 1 3 4 7 8 2 B e e h i v e F C U - R e x b u rg - G e n e r a l \ D e s i g n \ 1 3 4 7 8 2 R 2 2 B e e h i v e F C U B a r r e l R oo f . r v t R130 LOWER ROOF PLACEMENT PLAN 134782 KAB TM 7/13/23 7/14/23 Be e h i v e F C U Co r n e r o f 2 n d E a s t a n d M o o d y Rd Re x b u r g , I D 8 3 4 4 0 Re d B u i l t , L L C OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION • 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"1 LOW ROOF RedBuilt™ Open Web - Lower Roof Trusses Quantity Type Clear Span OW Description 6 L4 11' - 7 1/2" 14" Barrel Red-L 6 L5 10' - 6 1/2" 14" Barrel Red-L RedBuilt™ Products - Lower Roof Bearing Plate Type Nominal Size Bevel Thick Edge Bevel Thin Edge BP1 2x6 1 3/16" 3/4" BP2 4x6 3/4" BP3 4x6 3 1/2" BP4 2x6 1 1/2" Red-I™ Products - Joists Quantity Type Description Cut Length 9 A1 14" Red-I45 Joist 16' - 0" 15 A2 9.5" Red-I45 Joist 16' - 6" 5 A3 9.5" Red-I45 Joist 12' - 6" RedLam™ Products - LVL/LSL Beams Quantity Type Description Cut Length 1 R1 3 1/2"x9 1/2" 2.0E RedLam LVL 11' - 6" 3 R2 3 1/2"x9 1/2" 2.0E RedLam LVL 8' - 0" 2 R3 1 3/4"x11 7/8" 2.0E RedLam LVL 14' - 6" 2 R4 1 3/4"x9 1/2" 2.0E RedLam LVL 16' - 6" 1 R5 1 3/4"x9 1/2" 2.0E RedLam LVL 12' - 6" 3rd Party - Glulam Beams (Sourced by RedBuilt™) Quantity Type Description Cut Length Camber Appearance NoteSize Layup 1 G1 5.125x6 24F-V4 8' - 0" 2000 Industrial FIELD CUT 1 G2 5.125x12 24F-V4 23' - 0" 2000 Industrial 2 G3 5.125x12 24F-V4 13' - 0" 2000 Industrial NOTE: GLULAMS MUST BE SUPPLIED AT A MINIMUM LENGTH OF 8' PER MANUFACTURING. 3rd Party - Connectors (Sourced by RedBuilt™) Quantity Type Model Fasteners Modifications WS RequiredFace Member Seat Slope 22 1 MIU1.81/14 22-0.148x1.5 6-0.148x1.5 Yes 23 2 HU9 24-0.148x3 10-0.148x1.5 SLD5 Yes 109' -7 3/4" 113' -10" 115' -2 1/8" TBD TBD TBD FSE- CORRECT FSE- CORRECT FSE- CORRECT 6' - 6" 30 P S F FBO FBOL2(16)L3(6) L1(16) FBO FBO ABB.1C.1D.1E 1 2 3 4 5 6 CD 16" TYP RED END OF TRUSS CHORD TOWARD GRID-4 CL CL CL CL CL FO STUD FO S T U D FO S T U D CL CL CL 52 ' - 8 3 / 4 " 14 ' - 1 3 / 4 " 4' - 1 0 " 10 ' - 8 " 11 ' - 0 " 12 ' - 1 " 46'-10" 11'-4 3/4"2'-7 1/4"6'-0 3/4"6'-1 1/4"1'-10 3/4"5'-5 1/4"13'-4" 15 ' - 6 " 1.5x14 LSL FASCIA TYP @ ROOF PERIMETER DRAG TRUSS: D=3600# ASD @160% START LAYOUT @ 24" O.C. FO S T U D AR C S L O P E R = 5 5 ' EOR: DUE TO CHANGES IN MANUFACTURING, RB HAS ALTERED DETAIL 219/S4.1. MAXIMUM LATERAL CAPACITY FOR RB RED-L TRUSSES IS #2300 USING THE LATERAL NO-NOTCH CLIP AND #3500 USING STANDARD SHEAR BLOCK. DOUBLE TOP CHORD EXTENSION AT THIS LOCATION CANNOT BE PROVIDED WITH THE LATERAL NO-NOTCH CLIP [SEE DETAILS 2/R500 & 4/R500]. TO ACHIEVE ACCURATE ELEVATION FOR SINGLE CHORD TRUSS, EXTRA 2x PLATE WITH APPROPRIATE LATERAL TRANSFER CONNECTION DESIGN PER EOR IS REQUIRED. 3600# LATERAL LOAD REMAINS OVER CAPACITY. SEE DETAIL 1/R501 FOR FURTHER INFORMATION. EOR PLEASE ADVISE. 12 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 11 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 8 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 7 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ S4.0 202 S4.0 202 4 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 11 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ BP5 BP7 BP6 L2A ABB.1C.1D.1E 1 2 3 4 5 6 CD 16" TYP CL CL CL CL CL FO STUD FO S T U D FO S T U D CL CL CL 52 ' - 8 3 / 4 " 14 ' - 1 3 / 4 " 4' - 1 0 " 10 ' - 8 " 11 ' - 0 " 12 ' - 1 " 23 ' - 1 " 1.5x14 LSL FASCIA TYP @ ROOF PERIMETER START LAYOUT @ 24" O.C. FO S T U D DRAG TRUSS: D=2200# ASD 160% ALIGN TRUSS WITH COLUMN AR C S L O P E R = 5 5 ' RED END OF TRUSS CHORD TOWARD GRID-4 46'-10" 11'-4 3/4"2'-7 1/4"6'-0 3/4"6'-1 1/4"1'-10 3/4"5'-5 1/4"13'-4" 8 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ 5 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ S4.0 202 S4.0 202 EOR/AOR: PLEASE APPROVE DETAIL 202/S4.0 IN LIEU OF 203/S4.0 & 204/S4.0 FOR HIGH ROOF FRAMING DUE TO RB ALLOWABLE TRUSS APPLICATIONS. NAILING FOR FASCIA ATTACHMENT IS NOT PERMITTED INTO SIDE OF TRUSS CHORD. 4 R500 ________________________________________________________________________________________________________________________________________________________________________________________________ L1A BP9 BP8 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-I TM, 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 7/ 1 4 / 2 0 2 3 4 : 1 8 : 2 7 P M C: \ U s e r s \ k b a t e s \ R e d B u i l t \ 1 3 4 7 8 2 B e e h i v e F C U - R e x b u rg - G e n e r a l \ D e s i g n \ 1 3 4 7 8 2 R 2 2 B e e h i v e F C U B a r r e l R oo f . r v t R131 UPPER ROOF PLACEMENT PLAN 134782 KAB TM 7/13/23 7/14/23 Be e h i v e F C U Co r n e r o f 2 n d E a s t a n d M o o d y Rd Re x b u r g , I D 8 3 4 4 0 Re d B u i l t , L L C OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION • 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"1 MID ROOF 3/16" = 1'-0"2 HIGH ROOF RedBuilt™ Open Web - Upper Roof Trusses Quantity Type Clear Span OW Description 16 L1 22' - 7 1/2" 14" Barrel Red-L 1 L1A 22' - 7 1/2" 14" Barrel Red-L 16 L2 15' - 0 1/2" 14" Barrel Red-L 1 L2A 15' - 0 1/2" 14" Barrel Red-L 6 L3 15' - 0 1/2" 14" Barrel Red-L RedBuilt™ Products - Upper Roof Bearing Plate Type Nominal Size Bevel Thick Edge Bevel Thin Edge BP5 4x6 3 1/2" BP6 2x6 1 1/2" BP7 4x6 3 1/2" BP8 4x6 3/4" BP9 4x6 3 1/2" 117' -5 1/4" 114' -7 1/4" 117' -5 3/4" 114' -10 5/8" 120' -9 3/4" TBD TBD TBD TBD TBD FSE- CORRECT FSE- CORRECT FSE- APPROVED FSE-SEE UPDATED 203 DETAIL ATTACHED AT THE END FSE- CORRECT FSE- 117'-5 3/4" FSE- T.O.S.117'-5 1/4" SEE DETAILS 203 L1 10dx1.5" NAILS BY RB (3) NAILS EACH SIDE 1 3 / 4 " 7 3/16"± RED-L "NO NOTCH" CLIP TOP CHORD BEARING 1 1 / 2 " 3 1/2" 1/2" 1/2" 1 1 / 2 " 3 1/2" 7 " 7 3/16" ± 7 1 / 4 " SD9x1.5" SCREWS BY RB (MIN 10 REQ EACH SIDE WHEN ON 7 1/4") RED-L LATERAL "NO NOTCH" CLIP TOP CHORD BEARING SEE BEARING CLIP DETAIL 3/R500 4x6 BEARING PLATE BY RB CENTERED ON HSS BEAM 2x4 RIPPED TO 3" BLOCKING BY RB HSS BEAM PER PLAN 1.5x14 LSL FASCIA BY RB 3/ 4 " SEE BEARING CLIP DETAIL 1/R500 4x6 BEARING PLATE BY RB 2x4 BLOCKING BY RB 2x6 STUD WALL 3 1 / 2 " 2x6 STUD WALL SEE BEARING CLIP DETAIL 1/R500 2x6 BLOCKING BY RB SEE BEARING CLIP DETAIL 3/R500 2x6 BEARING PLATE BY RB 2x6 BEARING PLATE BY RB 1.5x14 LSL FASCIA BY RB 1 1 / 2 " 2x4 RIPPED TO 3" BLOCKING BY RB 1 1 / 2 " BEAM PER PLAN SEE BEARING CLIP DETAIL 1/R5002x6 BLOCKING BY RB SEE BEARING CLIP DETAIL 3/R500 4x6 BEARING PLATE BY RB CENTERED ON HSS BEAM 2x4 RIPPED TO 3" BLOCKING BY RB 4x6 BEARING PLATE BY RB CENTERED ON STEEL BEAM 1.5x14 LSL FASCIA BY RB HSS BEAM PER PLAN 3 1 / 2 " 3 1 / 2 " WEB STIFFENER BY RB EACH SIDE OF JOIST I JOIST BLOCKING PANEL BY RB 2x6 BEARING PLATE BY RB 2x6 STUD WALL 1.5x14 LSL FASCIA BY RB 3 / 4 " HARDWARE BY OTHERS NOT SHOWN ATTACH TO WEB STIFFENER AND JOIST FLANGE I JOIST BLOCKING PANEL BY RB @ 24" OC 2x6 STUD WALL SEE BEARING CLIP DETAIL 3/R500 4x6 BEARING PLATE BY RB 2x4 RIPPED TO 3" BLOCKING BY RB 1.5x14 LSL FASCIA BY RB 2x6 STUD WALL 3 1 / 2 " WEB STIFFENER BY RB EACH SIDE OF I -JOIST HANGER BY RB SEE PLAN 1.75x11.88 LVL LEDGER BY RB SEE BEARING CLIP DETAIL 3/R500 4x6 BEARING PLATE BY RB 2x4 RIPPED TO 3" BLOCKING BY RB 1.5x14 LSL FASCIA BY RB 2x6 STUD WALL 3 1 / 2 " WEB STIFFENER BY RB EACH SIDE OF I -JOIST HANGER BY RB SEE PLAN GLULAM BEAM BY RB 3 " 3 1/2" SIMPSON H2.5A, EACH SIDE OF TRUSS, WITH 10-8dx2 1/2" NAILS BY RB RED-L WITH DOUBLE TOP CHORD EXTENSION BEAM PER PLAN SEE BEARING CLIP DETAIL 1/R500 2x6 BLOCKING BY RB SEE BEARING CLIP DETAIL 2/R500 4x6 BEARING PLATE BY RB 2x4 BLOCKING BY RB 4x6 BEARING PLATE BY RB 1.5x14 LSL FASCIA BY RB HSS BEAM PER PLAN SHEAR BLOCK SHAPED TO MATCH RADIUS CHORD BY RB 2200# (ASD @160%) 3600# (ASD @160%) WELD L4x4x3/8" TO MC6x16.3 DETAILED BY EOR. ATTACH TO SHEAR BLOCK WITH (2) 3/4"x5" GRADE 5 BOLTS IN LIEU OF SDS SCREWS PER DETAIL 219/S4.1. SHEAR BLOCK WILL BE PROVIDED BY RB WITH PRE-DRILLED HOLES FOR BOLT ATTACHMENT. CARE MUST BE TAKEN TO ACCURATELY DRILL HOLES IN THE L4x4x3/8" TO MATCH PRE-DRILLED HOLES IN SHEAR BLOCK. NO ALTERATIONS TO SHEAR BLOCK ARE ALLOWED. 2x BLOCKING BY OTHERS -CONNECTION TO PLATE BELOW WITH ADEQUATE LATERAL FORCE TRANSFER BY EOR EOR: PLEASE APPROVE DETAIL ALTERATIONS TO 219/S4.1 EOR: MAX CAPACITY FOR STANDARD SHEAR BLOCK IS #3500. EOR PLEASE ADVISE. 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-I TM, 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 7/ 1 4 / 2 0 2 3 2 : 4 1 : 5 8 P M C: \ U s e r s \ k b a t e s \ R e d B u i l t \ 1 3 4 7 8 2 B e e h i v e F C U - R e x b u rg - G e n e r a l \ D e s i g n \ 1 3 4 7 8 2 R 2 2 B e e h i v e F C U B a r r e l R oo f . r v t R500 DETAILS 134782 KAB TM 7/13/23 7/14/23 Be e h i v e F C U Co r n e r o f 2 n d E a s t a n d M o o d y Rd Re x b u r g , I D 8 3 4 4 0 Re d B u i l t , L L C OUT FOR APPROVAL ONLY -NOT FOR CONSTRUCTION • 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 1 NO NOTCH CLIP 2 LATERAL NO NOTCH CLIP 5 OW SINGLE END BEARING REF: 201/S4.0 6 OW SHARED BEARING REF: 209/S4.0 7 OW DUEL BEARING A REF: 210/S4.0 8 OW DUEL BEARING B REF: 208/S4.0 9 IJ SINGLE END BEARING REF: 205/S4.0 10 IJ PERP BLOCKING @ BEARING WALL REF: 207/S4.0 11 OW/IJ DUEL BEARING A REF: 211/S4.0 12 OW/IJ DUEL BEARING B REF: 212/S4.0 3 DOUBLE TOP CHORD EXTENSION 4 OW DUEL BEARING W/ LATERAL TRANSFER REF: 219/S4.1 3 1/2" A A 2'-0" 2x8 2'-0" LONG BLOCK W/ (4)SDS25300 SCREWS 2x4 2'-0" LONG BLOCK W/ 16dNAILS AT 6" O.C. FSE-USE RB STANDARD SHEAR BLOCK W/ #3500 MAXIMUM LATERAL CAPACITY KEYNOTES: 1.WOOD TRUSS, SEE PLAN 2. 2x4x8'-0" LONG AT 6'-0" O.C. W/ (2) 16d NAILS AT EACH TRUSS 3.BOUNDARY NAILING, SEE PLAN 4.ROOF SHEATHING, SEE PLAN 1 43 2'-0" MAX 2 SCALE: NTS203WOOD TRUSS AT WINDOW SYSTEM 5 5. SDWS22300DB SCREW AT 12" O.C. 6. CONT 2x6 W/ A34 CLIP AT 6'-0" O.C. AND (2) 16d NAILS AT 6" O.C. 6