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Home My WebLink AboutLA168788 18108 Jurel Circle Permit PackRESIDENTIAL BUILDING PERMIT APPLICATION PAGE 2 OFFICE USE ONLY BUILDING PERMIT TYPE REQUIRED INSPECTIONS SINGLE FAMILY DWELLING BUILDING DUPLEX AS BUILT TOWNHOUSE UNITS BUILDING FINAL DETACHED TOWN HOUSE UNIT DECK FOOTING CONDO FIREPLACE ACESSORY BUILDING FOOTING REROOF FOUNDATION RESIDE FRAMING PORCH FRAMING GARAGES INSULATION RES ADDN/REPAIR/RMDL DECK PORCH GARAGES LATH LOWER LEVEL FINISH LOWER LEVEL FINAL ADDITION OTHER FOUNDATION ONLY PORCH FOOTING MISCELLANEOUS POURED WALL DEMO SEPTIC TANK REMOVAL MOVED SITE MECHANICAL CITY BUILDING VALUATION: $AIR TEST FINAL BUILDING PERMIT FEES ROUGH-IN $PERMIT FEE PLUMBING $PLAN CHECK FINAL $SURCHARGE ROUGH-IN $METRO SAC METER SIZE $CITY WATER HOOKUP UNIT PRESSURE REDUCING VALVE $CITY SEWER HOOKUP UNIT SEWER/WATER $LANDSCAPE ESCROW SEWER/WATER $TREE ESCROW FINAL $MISC ESCROW STREET DRAINTILE $PLUMBING BUILDING INFORMATION $MECHANICAL TYPE OF CONSTRUCTION $SEWER WATER ZONING $OTHER CODE EDITION $TOTAL FIRE SUPPRESSION SYSTEM OCCUPANCY GROUP APPROVED BY: BUILDING INSPECTOR: Date: PLUMBING/MECHANICAL INSPECTOR: Date: COMMENTS: 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462Concept Approval ONLYSubject to Field InspectionInspectorDate2015MN BldgCode05/07/2019dmathews 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462Guard rail must be runinside screen door alsountil deck is installedon exterior with aseparate permit. 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462UFER GROUNDProvide 20' rebar in footing and stub up nearelectrical service panel for UFER ground. 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462-Min. 15" clearance to anyobstruction from center ofW.C., 24" in front(typ).PFHPFHCS-PFCS-PFCS-PFCS-PF 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 1174 SQ FT LL1476 SQ FT ML2650 GT SQ FT120 SP SQ FT578 SQ FT GARAGEPLANS PREPAREDBY RICK S6035 Culligan WayMinnetonka, MN 55345Phone: 952-949-3630Fax: 952-949-3730Builder Lic. BC392462JMS Custom Homes, LLC expresslyreserves its common law copyrightand other property rights in theseplans. These plans are not to bereproduced, changed, or copied inany form or manner whatsoever, norare they to be assigned to a thirdparty without first obtaining the writtenpermission and consent of JMSCustom Homes, LLC. In the event ofunauthorized use of these plans by athird party, the third party shall holdJMS Custom Homes, LLC harmless.ã2019 JMS Custom Homes.MN Builder License #BC392462 JMS Custom Homes, LLC Project Address: 18108 Jurel Circle - Lakeville Date: 5/6/19 BWL Spacing (ft.)Wind Speed Calc (Table R602.10.3(1)) Wind Adj. Factor (Table R602.10.3(2)) Total BWL Req. BWP #BWP Length (in.)BWL Method A 12 4.10 1.15 4.72 1 40 CS-WSP 2 30 CS-WSP B 10 3.50 1.15 4.03 1 48 CS-WSP 2 48 CS-WSP C 28 8.50 1.15 9.78 1 48 CS-WSP 2 48 CS-WSP 3 36 CS-WSP D 12 2.30 1.30 2.99 1 36 CS-PF 2 30 CS-PF E 10 2.00 1.30 2.60 1 24 CS-PF 2 16 CS-PF F 28 4.70 1.30 6.11 1 42 CS-WSP 2 48 CS-WSP 3 27 CS-WSP G 59 8.85 1.30 11.51 1 48 CS-WSP 2 48 CS-WSP 3 48 CS-WSP H 23 3.95 1.30 5.14 1 38 PFH 2 38 PFH I 10 2.00 1.30 2.60 1 48 CS-WSP 2 48 CS-WSP J 18 3.20 1.30 4.16 1 36 CS-WSP 2 36 CS-WSP K 39 5.90 1.30 7.67 1 48 CS-WSP 2 48 CS-WSP **NOTES** Calculations based on Section R602 of the 2015 Minnesota Residential Code Detailed references can be found on the last page Eave to Ridge Height 15' Braced Wall Panel Calc Sheet 02: Main Level Member Name Results Current Solution Comments Screen Porch (V) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Screen Porch (H) Dropped Beam Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Dinette Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Gathering Room Window Passed 3 Piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Owners Suite Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mudroom Service Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Garage 16' OHD Passed 2 Piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Foyer Front Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Flex Room Window Passed 3 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 03: Lower Level Member Name Results Current Solution Comments Media Room Side Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Media Room Patio Door Passed 2 Piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Game Room Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 2 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bedroom # 3 Window Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Mechanical Room Door Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Stairs Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Hall Flush Beam Passed 2 Piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 18108 Jurel Circle, Lakeville, MN.4te JOB SUMMARY REPORT Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 1 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"855 527 1382 None 2 - Trimmer - SPF 5.50"5.50"1.50"891 549 1440 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1383 @ 1 1/2"7613 (3.00")Passed (18%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1096 @ 1' 1/2"7902 Passed (14%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)3300 @ 5' 1/4"11985 Passed (28%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.062 @ 5' 1/4"0.326 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.162 @ 5' 1/4"0.490 Passed (L/727)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 10' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 10' 3" o/c unless detailed otherwise. Main Level, Screen Porch (V) Dropped BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 10' 3"N/A 10.4 1 - Uniform (PSF)0 to 10' 3" (Front)3'20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 10' 3" (Front)1'100.0 -Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 2 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 5.50"5.50"1.50"937 1526 2463 None 2 - Trimmer - SPF 3.00"3.00"1.50"905 1475 2380 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2381 @ 12' 1 1/2"7613 (3.00")Passed (31%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1969 @ 1' 3"7902 Passed (25%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)6872 @ 6' 2 3/4"11985 Passed (57%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.294 @ 6' 2 3/4"0.393 Passed (L/481)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.474 @ 6' 2 3/4"0.590 Passed (L/298)--1.0 D + 1.0 S (All Spans) System : Roof Member Type : Drop Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD Member Pitch: 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 12' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 12' 3" o/c unless detailed otherwise. Main Level, Screen Porch (H) Dropped BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 12' 3"N/A 10.4 1 - Uniform (PSF)0 to 12' 3" (Front)7'20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 3 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.17"2024 3484 5508 None 2 - Trimmer - SPF 3.00"3.00"2.17"2024 3484 5508 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)5508 @ 1 1/2"7613 (3.00")Passed (72%)--1.0 D + 1.0 S (All Spans) Shear (lbs)3743 @ 1' 1/2"7902 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)8275 @ 3' 3"11985 Passed (69%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.118 @ 3' 3"0.208 Passed (L/634)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.187 @ 3' 3"0.313 Passed (L/401)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Main Level, Dinette Patio DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"30' 7 1/2"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 4 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 3 piece(s) 1 3/4" x 11 7/8" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.87"2659 4457 7116 None 2 - Trimmer - SPF 3.00"3.00"1.62"2310 3847 6157 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7115 @ 1 1/2"11419 (3.00")Passed (62%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5353 @ 1' 2 7/8"14817 Passed (36%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)17520 @ 5' 6 3/4"27519 Passed (64%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.247 @ 5' 8 7/16"0.375 Passed (L/546)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.396 @ 5' 8 1/2"0.563 Passed (L/341)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 11' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 11' 6" o/c unless detailed otherwise. Main Level, Gathering Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 11' 6"N/A 19.5 1 - Uniform (PSF)0 to 3' 6"25' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)3' 6" to 11' 6"18' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 5 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.75"1237 2104 3341 None 2 - Trimmer - SPF 3.00"3.00"1.75"1237 2104 3341 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3341 @ 1 1/2"5738 (3.00")Passed (58%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2292 @ 1' 1/4"4308 Passed (53%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5020 @ 3' 3"5919 Passed (85%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.054 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.085 @ 3' 3"0.313 Passed (L/883)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Owners Suite WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"18' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 6 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.13"995 1721 2716 None 2 - Trimmer - SPF 3.00"3.00"2.13"995 1721 2716 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2716 @ 1 1/2"3825 (3.00")Passed (71%)--1.0 D + 1.0 S (All Spans) Shear (lbs)1052 @ 1' 1/4"2872 Passed (37%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)1936 @ 1' 8"3946 Passed (49%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.008 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.012 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Mudroom Service DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 1 - Uniform (PSF)0 to 3' 4"29' 6"20.0 35.0 Snow - Main Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 7 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 16" 2.0E Microllam® LVL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.78"2649 4397 7046 None 2 - Trimmer - SPF 3.00"3.00"2.78"2649 4397 7046 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)7046 @ 1 1/2"7613 (3.00")Passed (93%)--1.0 D + 1.0 S (All Spans) Shear (lbs)5714 @ 1' 7"12236 Passed (47%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)28632 @ 8' 4 1/2"35781 Passed (80%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.403 @ 8' 4 1/2"0.550 Passed (L/491)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.646 @ 8' 4 1/2"0.825 Passed (L/306)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 16' 9" o/c unless detailed otherwise. Main Level, Garage 16' OHDMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 16' 9"N/A 16.3 1 - Uniform (PSF)0 to 16' 9"15'20.0 35.0 Snow - Garage Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 8 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 1.50"1.50"1.50"1283 2203 3486 None 2 - Trimmer - SPF 1.50"1.50"1.50"1283 2203 3486 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3486 @ 0 3806 (1.50")Passed (92%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2141 @ 11"7902 Passed (27%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)4140 @ 2' 4 1/2"11985 Passed (35%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.039 @ 2' 4 1/2"0.158 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.062 @ 2' 4 1/2"0.237 Passed (L/921)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 9" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 9" o/c unless detailed otherwise. Main Level, Foyer Front DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 4' 9"N/A 10.4 1 - Uniform (PSF)0 to 4' 9"25' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 4' 9"1'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 9 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 3 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.93"1367 2332 3699 None 2 - Trimmer - SPF 3.00"3.00"1.93"1367 2332 3699 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3699 @ 1 1/2"5738 (3.00")Passed (64%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2537 @ 1' 1/4"4308 Passed (59%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)5557 @ 3' 3"5919 Passed (94%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.059 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.094 @ 3' 3"0.313 Passed (L/798)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Main Level, Flex Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Snow Loads Location (Side)Width (0.90)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.6 1 - Uniform (PSF)0 to 6' 6"19' 6"20.0 35.0 Snow - Main 2 - Uniform (PSF)0 to 6' 6"1'20.0 35.0 Snow - Porch Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 10 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.95"1192 1293 289 2774 None 2 - Trimmer - SPF 3.00"3.00"1.95"1192 1293 289 2774 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2484 @ 1 1/2"3825 (3.00")Passed (65%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1562 @ 1' 1/4"2498 Passed (63%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)3112 @ 2' 9"3431 Passed (91%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.029 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.056 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Media Room Side WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"11' 9"15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 5' 6"1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 11 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberStrand® LSL Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"2.38"2562 780 3484 6826 None 2 - Trimmer - SPF 3.00"3.00"2.38"2562 780 3484 6826 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)6046 @ 1 1/2"7613 (3.00")Passed (79%)--1.0 D + 1.0 S (All Spans) Shear (lbs)895 @ 1' 1/2"6872 Passed (13%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1979 @ 3' 3"10422 Passed (19%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.026 @ 3' 3"0.208 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.045 @ 3' 3"0.313 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 6' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 6' 6" o/c unless detailed otherwise. Lower Level, Media Room Patio DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 6' 6"N/A 10.4 1 - Uniform (PSF)0 to 6' 6"1'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 6' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 6' 6"5'10.0 40.0 -Floor - Deck 4 - Point (lb)0 N/A 2024 -3484 Linked from: Dinette Patio Door, Support 1 5 - Point (lb)6' 6"N/A 2024 -3484 Linked from: Dinette Patio Door, Support 2 Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 12 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.50"308 110 418 None 2 - Trimmer - SPF 3.00"3.00"1.50"308 110 418 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)418 @ 1 1/2"3825 (3.00")Passed (11%)--1.0 D + 1.0 L (All Spans) Shear (lbs)263 @ 1' 1/4"2498 Passed (11%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)524 @ 2' 9"3431 Passed (15%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.002 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.009 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Game Room WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"1'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 -Wall - Main Level Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 13 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 4.50"4.50"3.25"1733 115 2416 4264 None 2 - Trimmer - SPF 3.00"3.00"1.50"505 110 335 950 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)4149 @ 3"5738 (4.50")Passed (72%)--1.0 D + 1.0 S (All Spans) Shear (lbs)2371 @ 1' 1 3/4"2872 Passed (83%)1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-lbs)2582 @ 1'3946 Passed (65%)1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in)0.019 @ 2' 6"0.175 Passed (L/999+)--1.0 D + 1.0 S (All Spans) Total Load Defl. (in)0.037 @ 2' 7 1/16"0.262 Passed (L/999+)--1.0 D + 1.0 S (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 8" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 8" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom # 2 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 7 1/2"N/A 7.0 1 - Uniform (PSF)0 to 5' 7 1/2"1'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 7 1/2"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 1'18' 6"20.0 -35.0 Snow - Main 4 - Point (lb)1'N/A 1237 -2104 Linked from: Owners Suite Window, Support 1 Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 14 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Snow Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.86"1161 1210 289 2660 None 2 - Trimmer - SPF 3.00"3.00"1.86"1161 1210 289 2660 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2371 @ 1 1/2"3825 (3.00")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1491 @ 1' 1/4"2498 Passed (60%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2970 @ 2' 9"3431 Passed (87%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.027 @ 2' 9"0.175 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.053 @ 2' 9"0.262 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 5' 6" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Bedroom # 3 WindowMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Snow Loads Location (Side)Width (0.90)(1.00)(1.15)Comments 0 - Self Weight (PLF)0 to 5' 6"N/A 7.0 1 - Uniform (PSF)0 to 5' 6"11'15.0 40.0 -Floor - Main Level 2 - Uniform (PSF)0 to 5' 6"1'90.0 --Wall - Main Level 3 - Uniform (PSF)0 to 5' 6"3'20.0 -35.0 Snow - Main 4 - Uniform (PSF)0 to 5' 6"1'100.0 --Wall - Gable Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 15 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None 2 - Trimmer - SPF 3.00"3.00"1.81"637 1667 2304 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2303 @ 1 1/2"3825 (3.00")Passed (60%)--1.0 D + 1.0 L (All Spans) Shear (lbs)893 @ 1' 1/4"2498 Passed (36%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1642 @ 1' 8"3431 Passed (48%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 1' 8"0.103 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 1' 8"0.154 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 3' 4" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Mechanical Room DoorMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 3' 4"N/A 7.0 1 - Uniform (PSF)0 to 3' 4"25'15.0 40.0 Floor - Main Level Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 16 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Stud wall - SPF 3.50"3.50"1.50"376 965 1341 Blocking 2 - Stud wall - SPF 3.50"3.50"1.50"376 965 1341 Blocking All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1341 @ 2"4463 (3.50")Passed (30%)--1.0 D + 1.0 L (All Spans) Shear (lbs)632 @ 1' 3/4"2498 Passed (25%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1134 @ 2' 1/8"3431 Passed (33%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.007 @ 2' 1/8"0.092 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.010 @ 2' 1/8"0.184 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Stairs Flush BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 1/4"N/A 7.0 1 - Uniform (PSF)0 to 4' 1/4" (Front)9'15.0 40.0 Floor - Main Level 2 - Uniform (PSF)0 to 4' 1/4" (Front)3'15.0 40.0 Floor - Stairs Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 17 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 Bearing Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Total Accessories 1 - Trimmer - SPF 3.00"3.00"1.85"652 1700 2352 None 2 - Trimmer - SPF 3.00"3.00"1.85"652 1700 2352 None All locations are measured from the outside face of left support (or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2352 @ 1 1/2"3825 (3.00")Passed (62%)--1.0 D + 1.0 L (All Spans) Shear (lbs)1222 @ 1' 1/4"2498 Passed (49%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)2214 @ 2' 1 1/2"3431 Passed (65%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.017 @ 2' 1 1/2"0.100 Passed (L/999+)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)0.023 @ 2' 1 1/2"0.200 Passed (L/999+)--1.0 D + 1.0 L (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2012 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Top Edge Bracing (Lu): Top compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 4' 3" o/c unless detailed otherwise. •Applicable calculations are based on NDS. Lower Level, Hall Flush BeamMEMBER REPORT PASSED Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by JMS, Plan Date; 4/8/2019 Weyerhaeuser Notes Tributary Dead Floor Live Loads Location (Side)Width (0.90)(1.00)Comments 0 - Self Weight (PLF)0 to 4' 3"N/A 7.0 1 - Uniform (PSF)0 to 4' 3" (Front)20'15.0 40.0 Floor - Main Level Forte v5.4, Design Engine: V7.1.1.3 4/22/2019 11:19:06 AM Page 18 of 18 18108 Jurel Circle, Lakeville, MN.4te Forte Software Operator Alex Schoenbauer, EWP Specialist Lyman Lumber Company (952) 470-4803 alex_schoenbauer@lymanlumber.com Job Notes JMS Custom Homes Boerboon Residence - Arronson Elev A 18108 Jurel Circle, Lakeville, MN 4/22/2019 Job # 23456 (19)T16 (2)T7 (3)T21 (7)T22 (5)T23 T25T24T8T12(2)T9 (3)T5T6 T2 T1 T3 T4 T10 PAGE NO: 1 OF 1 JOB NO: T92087 Name: ARONSON ACustomer: Lyman Lumber/Chan Address: 18108 JULY CIRCLESalesman: LLCDesigner: DJW Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 13.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.002C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T16 Ply: 1 Qty:19 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/37 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 16 -40 B - C 55 -147 Chords Tens.Comp. C - D 66 -147 D - E 41 -54 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -2 H - G 43 -11 Chords Tens.Comp. G - F 43 -11 F - E 80 -13 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 128 -390 C - G 22 -264 Webs Tens.Comp. F - D 128 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 13.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.002C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T16 Ply: 1 Qty:19 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/37 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 16 -40 B - C 55 -147 Chords Tens.Comp. C - D 66 -147 D - E 41 -54 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -2 H - G 43 -11 Chords Tens.Comp. G - F 43 -11 F - E 80 -13 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 128 -390 C - G 22 -264 Webs Tens.Comp. F - D 128 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4 Lumber Top chord 2x4 DF-L 2400f-2.0E :TC3 2x6 SPF 1650f-1.5E: :TC5 2x4 DF-L 1800f-1.6E::TC6 2x4 SPF #1/#2:Bot chord 2x4 SPF #1/#2 :BC3 2x6 DF-L 2400f-2.0E:Webs 2x3 SPF #3 :w2, w9, w10 2x3 SPF #1/#2::w4 2x4 DF-L 2400f-2.0E: :w8, w11, w12, w14, w15, w16, w17 2x4 SPF #1/#2::w13 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X8 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Bearing Block(s) Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 32.542' 1 12" 4 SPF StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 5.90 ftLoc. from endwall: not in 13.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168E 999 240 VERT(TL): 0.371E 999 180 HORZ(LL): 0.114R - - HORZ(TL): 0.263R - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.827 Max BC CSI: 0.831 Max Web CSI: 0.944 Mfg Specified Camber: Job Number: T92087 Truss Label:T21 Ply: 1 Qty:3 Wgt: 416.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1629 /-/-/702 /-/271 AA4679 /-/-/1902/-/- M 1008 /-/-/494 /30 /- Wind reactions based on MWFRS Z Brg Width = 5.5 Min Req =2.6 AABrg Width = 5.5 Min Req =- M Brg Width = 5.5 Min Req =1.6 Bearings Z, AA, & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 154-3393 C - D 7-2516 D - E 246-1684 E - F 242-1646 F - G 660 -294 G - H 1799 0 Chords Tens.Comp. H - I 1925 0 I - J 2204 -43 J - K 884 -38 K - L 221 -1104 L - M 175 -1595 M - N 43 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Z - Y 175 -22 X - W 3146 -389 W - U 2146 -205 V - T 57 -9 T - R 634-3821 Chords Tens.Comp. S - Q 243 0 Q - P 657 -377 P - O 657 -377 O - M 1431 -108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Z 106-1525 B - X 2988 -112 Z - X 229 -304 Webs Tens.Comp. F - T 64 -1409 T - G 1331 -33 G - R 0 -2223 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 TC5 TC6 BC3 w2w4 w8 w9 w10 w11 w12 w13 w14 w15 w16 w17 BL1 (a) (a) (a) (a) (a) (a) (a)(a) (a) (a) (a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M N OPQRSTUVWXYZAA 6 12 412 4X4(R) SS0514 2X4 3X4 3X4 1.5X4 6X8 3X6 SS0712(**) 6X8 5X6(R)SS0712(**) SS1017 2X4 1.5X4 SS0712 4X8 4X8 3X4 1.5X4 3X6(B1) 32'9"4 26'2"12 2'5" 2'5" 8'6"13 6'1"13 14'8"12 6'1"15 20'4"8 5'7"12 26'4"8 6' 32'4"8 6' 33'2"4 9"12 40'3"1 7'0"13 47'6" 7'2"15 53'1"3 5'7"3 59' 5'10"13 2'5" 2'5" 8'4"12 5'11"12 14'7" 6'2"4 23'11"10 9'4"10 33'0"8 9'0"14 41'8"7 8'7"15 45'0"8 3'4"1 50'1"13 5'1"5 59' 8'10"31'6"1'6" 6" 1'2"8 4'4"1'6"11'10"1212'2"7Lumber Top chord 2x4 DF-L 2400f-2.0E :TC3 2x6 SPF 1650f-1.5E: :TC5 2x4 DF-L 1800f-1.6E::TC6 2x4 SPF #1/#2:Bot chord 2x4 SPF #1/#2 :BC3 2x6 DF-L 2400f-2.0E:Webs 2x3 SPF #3 :w2, w9, w10 2x3 SPF #1/#2::w4 2x4 DF-L 2400f-2.0E: :w8, w11, w12, w14, w15, w16, w17 2x4 SPF #1/#2::w13 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 5X8 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Bearing Block(s) Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 32.542' 1 12" 4 SPF StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h to 2hC&C Dist a: 5.90 ftLoc. from endwall: not in 13.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.168E 999 240 VERT(TL): 0.371E 999 180 HORZ(LL): 0.114R - - HORZ(TL): 0.263R - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.827 Max BC CSI: 0.831 Max Web CSI: 0.944 Mfg Specified Camber: Job Number: T92087 Truss Label:T21 Ply: 1 Qty:3 Wgt: 416.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL Z 1629 /-/-/702 /-/271 AA4679 /-/-/1902/-/- M 1008 /-/-/494 /30 /- Wind reactions based on MWFRS Z Brg Width = 5.5 Min Req =2.6 AABrg Width = 5.5 Min Req =- M Brg Width = 5.5 Min Req =1.6 Bearings Z, AA, & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 154-3393 C - D 7-2516 D - E 246-1684 E - F 242-1646 F - G 660 -294 G - H 1799 0 Chords Tens.Comp. H - I 1925 0 I - J 2204 -43 J - K 884 -38 K - L 221 -1104 L - M 175 -1595 M - N 43 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. Z - Y 175 -22 X - W 3146 -389 W - U 2146 -205 V - T 57 -9 T - R 634-3821 Chords Tens.Comp. S - Q 243 0 Q - P 657 -377 P - O 657 -377 O - M 1431 -108 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - Z 106-1525 B - X 2988 -112 Z - X 229 -304 Webs Tens.Comp. F - T 64 -1409 T - G 1331 -33 G - R 0 -2223 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 TC5 TC6 BC3 w2w4 w8 w9 w10 w11 w12 w13 w14 w15 w16 w17 BL1 (a) (a) (a) (a) (a) (a) (a)(a) (a) (a) (a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M N OPQRSTUVWXYZAA 6 12 412 4X4(R) SS0514 2X4 3X4 3X4 1.5X4 6X8 3X6 SS0712(**) 6X8 5X6(R)SS0712(**) SS1017 2X4 1.5X4 SS0712 4X8 4X8 3X4 1.5X4 3X6(B1) 32'9"4 26'2"12 2'5" 2'5" 8'6"13 6'1"13 14'8"12 6'1"15 20'4"8 5'7"12 26'4"8 6' 32'4"8 6' 33'2"4 9"12 40'3"1 7'0"13 47'6" 7'2"15 53'1"3 5'7"3 59' 5'10"13 2'5" 2'5" 8'4"12 5'11"12 14'7" 6'2"4 23'11"10 9'4"10 33'0"8 9'0"14 41'8"7 8'7"15 45'0"8 3'4"1 50'1"13 5'1"5 59' 8'10"31'6"1'6" 6" 1'2"8 4'4"1'6"11'10"1212'2"7 Lumber Top chord 2x4 SPF #1/#2 :TC3 2x6 SPF 1650f-1.5E::TC4 2x4 DF-L 2400f-2.0E: :TC5 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 :BC2 2x6 DF-L 2400f-2.0E:Webs 2x3 SPF #3 :w2, w6, w7, w8, w11, w13 2x4 SPF #1/#2::w4, w10, w12 2x3 SPF #1/#2: :w9 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Bearing Block(s) Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 32.542' 1 12" 4 SPF StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 5.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.128D 999 240 VERT(TL): 0.274D 999 180 HORZ(LL): 0.050C - - HORZ(TL): 0.106C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.683 Max Web CSI: 0.824 Mfg Specified Camber: Job Number: T92087 Truss Label:T22 Ply: 1 Qty:7 Wgt: 387.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1743 /-/-/764 /-/270 Y 4414 /-/-/1845/-/- L 1065 /-/-/526 /38 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req =2.7 Y Brg Width = 5.5 Min Req =- L Brg Width = 5.5 Min Req =1.7 Bearings X, Y, & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 188 -173 C - D 215-2237 D - E 207-1484 E - F 607 -483 F - G 1424 -110 Chords Tens.Comp. G - H 1502 -90 H - I 1769 -220 I - J 474 -34 J - K 330 -1268 K - L 417 -1753 L - M 43 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1997 -176 W - V 1521 -172 V - U 1521 -172 U - T 867 -324 T - S 867 -323 Chords Tens.Comp. S - Q 1268 -2351 R - P 277 0 P - O 819 -101 O - N 819 -101 N - L 1580 -318 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 293 -435 X - C 9-2311 C - W 272 -410 W - D 680 -214 Webs Tens.Comp. G - Q 0 -638 Q - R 91 0 Q - H 222 -769 Q - I 472 -1412 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 TC4 TC5 BC2 w2 w4 w6 w7 w8 w9 w10 w11 w12 w13 BL1 (a) (a) (a) (a) (a) (a)(a) (a) (a) (a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M NOPQRSTUVWXY 6 12 412 5X6 6X8 4X4 4X8 4X4 4X4(R) SS0712 5X8 4X6(R) 4X6(R)SS0712(**) 8X14 2X4 SS0712 4X8 4X8 5X8 3X4 3X6(B1) 32'9"4 26'2"12 6'9"4 6'9"4 13'7" 6'9"12 20'4"8 6'9"8 26'4"8 6' 32'4"8 6' 33'2"4 9"12 40'3"1 7'0"13 47'6" 7'2"15 53'1"3 5'7"3 59' 5'10"13 8'3"2 8'3"2 12' 3'8"14 16'6"4 4'6"4 24' 7'5"12 24'9"6 9"6 33'0"8 8'3"2 41'8"7 8'7"15 45'0"8 3'4"1 50'1"13 5'1"5 59' 8'10"31'6"1'6" 6" 1'2"8 4'4"11'10"1212'2"7Lumber Top chord 2x4 SPF #1/#2 :TC3 2x6 SPF 1650f-1.5E::TC4 2x4 DF-L 2400f-2.0E: :TC5 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 :BC2 2x6 DF-L 2400f-2.0E:Webs 2x3 SPF #3 :w2, w6, w7, w8, w11, w13 2x4 SPF #1/#2::w4, w10, w12 2x3 SPF #1/#2: :w9 2x4 SPF 1650f-1.5E: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Bearing Block(s) Brg blocks:0.131"x3", min. nailsbrg x-loc #blocks length/blk #nails/blk wall plate 2 32.542' 1 12" 4 SPF StandardBrg block to be same size and species as chord.Refer to drawing CNNAILSP1014 for more information. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 5.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.128D 999 240 VERT(TL): 0.274D 999 180 HORZ(LL): 0.050C - - HORZ(TL): 0.106C - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.844 Max BC CSI: 0.683 Max Web CSI: 0.824 Mfg Specified Camber: Job Number: T92087 Truss Label:T22 Ply: 1 Qty:7 Wgt: 387.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1743 /-/-/764 /-/270 Y 4414 /-/-/1845/-/- L 1065 /-/-/526 /38 /- Wind reactions based on MWFRS X Brg Width = 5.5 Min Req =2.7 Y Brg Width = 5.5 Min Req =- L Brg Width = 5.5 Min Req =1.7 Bearings X, Y, & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 188 -173 C - D 215-2237 D - E 207-1484 E - F 607 -483 F - G 1424 -110 Chords Tens.Comp. G - H 1502 -90 H - I 1769 -220 I - J 474 -34 J - K 330 -1268 K - L 417 -1753 L - M 43 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 1997 -176 W - V 1521 -172 V - U 1521 -172 U - T 867 -324 T - S 867 -323 Chords Tens.Comp. S - Q 1268 -2351 R - P 277 0 P - O 819 -101 O - N 819 -101 N - L 1580 -318 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - X 293 -435 X - C 9-2311 C - W 272 -410 W - D 680 -214 Webs Tens.Comp. G - Q 0 -638 Q - R 91 0 Q - H 222 -769 Q - I 472 -1412 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 TC4 TC5 BC2 w2 w4 w6 w7 w8 w9 w10 w11 w12 w13 BL1 (a) (a) (a) (a) (a) (a)(a) (a) (a) (a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M NOPQRSTUVWXY 6 12 412 5X6 6X8 4X4 4X8 4X4 4X4(R) SS0712 5X8 4X6(R) 4X6(R)SS0712(**) 8X14 2X4 SS0712 4X8 4X8 5X8 3X4 3X6(B1) 32'9"4 26'2"12 6'9"4 6'9"4 13'7" 6'9"12 20'4"8 6'9"8 26'4"8 6' 32'4"8 6' 33'2"4 9"12 40'3"1 7'0"13 47'6" 7'2"15 53'1"3 5'7"3 59' 5'10"13 8'3"2 8'3"2 12' 3'8"14 16'6"4 4'6"4 24' 7'5"12 24'9"6 9"6 33'0"8 8'3"2 41'8"7 8'7"15 45'0"8 3'4"1 50'1"13 5'1"5 59' 8'10"31'6"1'6" 6" 1'2"8 4'4"11'10"1212'2"7 Lumber Top chord 2x4 SPF #1/#2 :TC2 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #1/#2 :w1, w3, w12 2x3 SPF #3::w2, w4, w7, w13, w14 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 4.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.112N 999 240 VERT(TL): 0.230N 999 180 HORZ(LL): 0.056K - - HORZ(TL): 0.120K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.913 Max BC CSI: 0.838 Max Web CSI: 0.830 Mfg Specified Camber: Job Number: T92087 Truss Label:T23 Ply: 1 Qty:5 Wgt: 298.9 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 3657 /-/-/1620/-/221 K 2111 /-/-/911 /-/- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =5.4 K Brg Width = 5.5 Min Req =3.3 Bearings R & K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 175 -160 C - D 1500 -357 D - E 80-1580 E - F 110-1288 Chords Tens.Comp. F - G 127 -1804 G - H 105 -2020 H - I 206 -2370 I - J 103 -133 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 398 -770 R - Q 590 -548 Q - P 590 -548 P - O 1756 0 Chords Tens.Comp. O - N 1756 0 N - M 2021 0 M - L 2021 0 L - K 1817 -89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 281 -427 S - C 953 -472 C - R 283 -715 R - D 320-3134D - P 1491 -8 P - E 141 -116 P - F 0-1039 Webs Tens.Comp. F - N 304 -120 N - G 341 -8 N - H 246 -471 H - L 143 -94L - I 340 0 I - K 118 -2531 J - K 145 -231 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 w1 w2 w3 w4 w7 w12 w13 w14 (a) (a)(a)(a) (a)(a) (a) DT -1"12 9'1"2A B C D E F G H I J KLMNOPQRS 6 12 1.5X4 4X4 SS0514 5X8(R)4X8 8X8 6X8 6X6 4X8 4X4 3X8 5X6 4X8 3X4 3X4 6X8 1.5X4 5X6 10'39' 6'9"2 6'9"2 13'7"4 6'10"2 20'4"8 6'9"4 26'4"8 6' 32'4"8 6' 37'11" 5'6"8 43'5"12 5'6"12 49' 5'6"4 10'2"12 10'2"12 12' 1'9"4 19'7"3 7'7"3 24' 4'4"13 29'4"13 5'4"13 36' 6'7"3 39'2"6 3'2"6 49' 9'9"101'6" 1'2"8 3'1"11'4"12Lumber Top chord 2x4 SPF #1/#2 :TC2 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #1/#2 :w1, w3, w12 2x3 SPF #3::w2, w4, w7, w13, w14 2x4 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 4.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.112N 999 240 VERT(TL): 0.230N 999 180 HORZ(LL): 0.056K - - HORZ(TL): 0.120K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.913 Max BC CSI: 0.838 Max Web CSI: 0.830 Mfg Specified Camber: Job Number: T92087 Truss Label:T23 Ply: 1 Qty:5 Wgt: 298.9 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 3657 /-/-/1620/-/221 K 2111 /-/-/911 /-/- Wind reactions based on MWFRS R Brg Width = 5.5 Min Req =5.4 K Brg Width = 5.5 Min Req =3.3 Bearings R & K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 175 -160 C - D 1500 -357 D - E 80-1580 E - F 110-1288 Chords Tens.Comp. F - G 127 -1804 G - H 105 -2020 H - I 206 -2370 I - J 103 -133 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 398 -770 R - Q 590 -548 Q - P 590 -548 P - O 1756 0 Chords Tens.Comp. O - N 1756 0 N - M 2021 0 M - L 2021 0 L - K 1817 -89 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 281 -427 S - C 953 -472 C - R 283 -715 R - D 320-3134D - P 1491 -8 P - E 141 -116 P - F 0-1039 Webs Tens.Comp. F - N 304 -120 N - G 341 -8 N - H 246 -471 H - L 143 -94L - I 340 0 I - K 118 -2531 J - K 145 -231 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 w1 w2 w3 w4 w7 w12 w13 w14 (a) (a)(a)(a) (a)(a) (a) DT -1"12 9'1"2A B C D E F G H I J KLMNOPQRS 6 12 1.5X4 4X4 SS0514 5X8(R)4X8 8X8 6X8 6X6 4X8 4X4 3X8 5X6 4X8 3X4 3X4 6X8 1.5X4 5X6 10'39' 6'9"2 6'9"2 13'7"4 6'10"2 20'4"8 6'9"4 26'4"8 6' 32'4"8 6' 37'11" 5'6"8 43'5"12 5'6"12 49' 5'6"4 10'2"12 10'2"12 12' 1'9"4 19'7"3 7'7"3 24' 4'4"13 29'4"13 5'4"13 36' 6'7"3 39'2"6 3'2"6 49' 9'9"101'6" 1'2"8 3'1"11'4"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.002C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T24 Ply: 1 Qty:1 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/36 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 15 -40 B - C 84 -147 Chords Tens.Comp. C - D 103 -147 D - E 39 -56 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -10 H - G 43 -10 Chords Tens.Comp. G - F 43 -10 F - E 80 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -390 C - G 61 -264 Webs Tens.Comp. F - D 230 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 4X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.002C 999 180 HORZ(LL):-0.001H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T24 Ply: 1 Qty:1 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/36 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 15 -40 B - C 84 -147 Chords Tens.Comp. C - D 103 -147 D - E 39 -56 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -10 H - G 43 -10 Chords Tens.Comp. G - F 43 -10 F - E 80 -19 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 229 -390 C - G 61 -264 Webs Tens.Comp. F - D 230 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 4X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4 Lumber Top chord 2x4 SPF #1/#2 :TC2 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2, w4, w7, w13, w14 2x4 SPF #1/#2::w5, w6, w8, w9, w10, w11, gb20, gb22, gb29, gb34 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 4.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.140Y 999 240 VERT(TL): 0.282Y 999 180 HORZ(LL): 0.062J - - HORZ(TL): 0.134J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.817 Max BC CSI: 0.790 Max Web CSI: 0.941 Mfg Specified Camber: Job Number: T92087 Truss Label:T8 Ply: 1 Qty:1 Wgt: 600.3 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BP3657 /-/-/1620/-/221 AJ2111 /-/-/911 /-/- Wind reactions based on MWFRS BPBrg Width = 5.5 Min Req =5.4 AJBrg Width = 5.5 Min Req =3.3 Bearings BP & AJ Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 190 -148 C - D 1310 -341 D - E 1396 -342 E - F 1391 -322 F - G 1372 -294 G - H 1460 -291 H - I 35-1556 I - J 46-1475 J - K 67-1452 K - L 92-1438 L - M 117-1404 M - N 107-1287 N - O 106-1288 O - P 106-1288 P - Q 106-1288 Q - R 106-1289 Chords Tens.Comp. R - S 127 -1807 S - T 127 -1807 T - U 127 -1807 U - V 127 -1807 V - W 128 -1807 W - X 122 -1896 X - Y 98 -1937 Y - Z 77 -1964 Z -AA 60 -2005 AA-AB 229 -2248 AB-AC 213 -2248 AC-AD 187 -2260 AD-AE 181 -2341 AE-AF 139 -17 AF-AG 91 -59 AG-AH 53 -67 AH-AI 48 -106 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. BW-BV 408 -752 BV-BU 409 -750 BU-BT 409 -749 BT-BS 409 -749 Chords Tens.Comp. BC-BB 1756 0 BB-BA 1756 0 BA-AZ 1756 0 AZ-AY 1756 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 w2 w4 w5 w6 w7 w8 w9 w10 w11 w13 w14 gb20 gb22 gb29 gb34 (a) (a) (a)(a)(a) (a) (a) (a)(a) DT -1"12 9'1"2AB C D E F G H I J K L M N O P QRS T U V W X Y Z AA AB AC AD AE AF AG AHAI AJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BX BY BZ CA CB CCCD CE CFCG CHCI CJ CKCL CMCN COCP CQ CRCS CT CU CV CW CXCY CZ DA DB DC DD DE DF DG DH DI DJDK DL DMDN DO DP DQDR DSDT DUDV DWDX DY DZ EA EB ECED EE 6 12 4X4 SS0514 5X8(R)4X8 8X81.5X4(**) 6X8 5X6 4X8 4X4 3X8 2X42X4 2X42X4 5X6 4X8 8X14(R) 7X16(R) 6X8 5X6 10'39' 1'10"1'4" (TYP) 13'7"4 13'7"4 20'4"8 6'9"4 26'4"8 6' 32'4"8 6' 43'5"12 11'1"4 49' 5'6"4 10'2"12 10'2"12 19'7"3 9'4"7 29'4"13 9'9"10 39'2"6 9'9"10 49' 9'9"101'6" 1'2"8 3'1"11'4"12Lumber Top chord 2x4 SPF #1/#2 :TC2 2x4 SPF 1650f-1.5E:Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 :w2, w4, w7, w13, w14 2x4 SPF #1/#2::w5, w6, w8, w9, w10, w11, gb20, gb22, gb29, gb34 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.52 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 4.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.140Y 999 240 VERT(TL): 0.282Y 999 180 HORZ(LL): 0.062J - - HORZ(TL): 0.134J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.817 Max BC CSI: 0.790 Max Web CSI: 0.941 Mfg Specified Camber: Job Number: T92087 Truss Label:T8 Ply: 1 Qty:1 Wgt: 600.3 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL BP3657 /-/-/1620/-/221 AJ2111 /-/-/911 /-/- Wind reactions based on MWFRS BPBrg Width = 5.5 Min Req =5.4 AJBrg Width = 5.5 Min Req =3.3 Bearings BP & AJ Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 190 -148 C - D 1310 -341 D - E 1396 -342 E - F 1391 -322 F - G 1372 -294 G - H 1460 -291 H - I 35-1556 I - J 46-1475 J - K 67-1452 K - L 92-1438 L - M 117-1404 M - N 107-1287 N - O 106-1288 O - P 106-1288 P - Q 106-1288 Q - R 106-1289 Chords Tens.Comp. R - S 127 -1807 S - T 127 -1807 T - U 127 -1807 U - V 127 -1807 V - W 128 -1807 W - X 122 -1896 X - Y 98 -1937 Y - Z 77 -1964 Z -AA 60 -2005 AA-AB 229 -2248 AB-AC 213 -2248 AC-AD 187 -2260 AD-AE 181 -2341 AE-AF 139 -17 AF-AG 91 -59 AG-AH 53 -67 AH-AI 48 -106 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. BW-BV 408 -752 BV-BU 409 -750 BU-BT 409 -749 BT-BS 409 -749 Chords Tens.Comp. BC-BB 1756 0 BB-BA 1756 0 BA-AZ 1756 0 AZ-AY 1756 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 w2 w4 w5 w6 w7 w8 w9 w10 w11 w13 w14 gb20 gb22 gb29 gb34 (a) (a) (a)(a)(a) (a) (a) (a)(a) DT -1"12 9'1"2AB C D E F G H I J K L M N O P QRS T U V W X Y Z AA AB AC AD AE AF AG AHAI AJAKALAMANAOAPAQARASATAUAVAWAXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBTBUBVBW BX BY BZ CA CB CCCD CE CFCG CHCI CJ CKCL CMCN COCP CQ CRCS CT CU CV CW CXCY CZ DA DB DC DD DE DF DG DH DI DJDK DL DMDN DO DP DQDR DSDT DUDV DWDX DY DZ EA EB ECED EE 6 12 4X4 SS0514 5X8(R)4X8 8X81.5X4(**) 6X8 5X6 4X8 4X4 3X8 2X42X4 2X42X4 5X6 4X8 8X14(R) 7X16(R) 6X8 5X6 10'39' 1'10"1'4" (TYP) 13'7"4 13'7"4 20'4"8 6'9"4 26'4"8 6' 32'4"8 6' 43'5"12 11'1"4 49' 5'6"4 10'2"12 10'2"12 19'7"3 9'4"7 29'4"13 9'9"10 39'2"6 9'9"10 49' 9'9"101'6" 1'2"8 3'1"11'4"12 Job Number: T92087 Truss Label:T8 Ply: 1 Qty:1 Wgt: 600.3 lbs CS-CT 0-1101 CU-CV 8-1055 CW-CX 12-1029 CY-CZ 15-1014 EB-EC 104 -2565 ED-EE 113 -2605 EE-AJ 109 -2570 AI-AJ 87 -194 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. BX-BV 20 0 BY-BU 17 0 BZ-BT 3 -10 CA-BS 44 0 BR-CB 128 0 CC- D 74 -26 BQ-CD 0 -40 CE- E 27 -120CF-BO 41 -154 F -CG 49 -169 CH-BM 103 -8 G -CI 104 -12 BL-CJ 89 -15 CK- I 46 0 BK-CL 35 0 CM- J 33 -73 BJ-CN 27 -37 CO- K 45 -97 BI-CP 60 -126 CQ- L 42 -60 M -CS 238 0 CR-BG 103 -10 CT-BF 8 -40 N -CU 0 -98 CV-BE 5 -44 O -CW 0 -75 CX-BC 4 -42 P -CY 0 -60 CZ-BB 121 0 Q -DA 135 0 Gables Tens.Comp. DB- S 87 0 BA-DC 82 0 DD- T 0 -107 AZ-DE 0 -97 DF-DG 0 -82 U -DH 0 -138 DI-DK 2 -95 DJ-AX 0 -94V -DL 1 -89 W -DN 259 -24 DM-AW 206 -13 DO-AV 43 -14 X -DP 46 -34 DQ-AU 32 -44 Y -DR 35 -65 DS-AS 32 -41 Z -DT 30 -43 AR-AA 130 -31 AQ-AB 28 -125 DU-AP 33 -74 AC-DV 41 -99 DW-AO 35 -27 AD-DX 48 -5 DY-AN 159 -53 AM-DZ 40 0 EA-AF 83 -33 AL-EB 46 -20 EC-AG 71 -114 AK-ED 64 -54 EE-AH 52 -7 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.003C 999 180 HORZ(LL):-0.000H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T25 Ply: 1 Qty:1 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/37 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 17 -40 B - C 86 -147 Chords Tens.Comp. C - D 108 -147 D - E 42 -66 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -8 H - G 49 -12 Chords Tens.Comp. G - F 49 -12 F - E 80 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 252 -390 C - G 61 -264 Webs Tens.Comp. F - D 252 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Purlins In lieu of rigid ceiling use purlins to brace BC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.001C 999 240 VERT(TL): 0.003C 999 180 HORZ(LL):-0.000H - - HORZ(TL):-0.002H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.270 Max BC CSI: 0.066 Max Web CSI: 0.121 Mfg Specified Camber: Job Number: T92087 Truss Label:T25 Ply: 1 Qty:1 Wgt: 41.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL I*104 /-/-/37 /-/5 Wind reactions based on MWFRS I Brg Width = 144 Min Req =- Bearing I is a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 17 -40 B - C 86 -147 Chords Tens.Comp. C - D 108 -147 D - E 42 -66 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 80 -8 H - G 49 -12 Chords Tens.Comp. G - F 49 -12 F - E 80 -20 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 252 -390 C - G 61 -264 Webs Tens.Comp. F - D 252 -390 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 20'5"10 A B C D E FGH I 6 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 12' 2' 2' 6' 4' 10' 4' 12' 2' 2' 2' 6' 4' 10' 4' 12' 2' 0"43'0"4 Lumber Top chord 2x4 DF-L 2400f-2.0E :TC3 2x4 SPF #1/#2:Bot chord 2x4 DF-L 2400f-2.0E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #1/#2 :w1 2x4 DF-L 2400f-2.0E::gb2, gb3, gb4, gb5, gb6, gb7, gb8, gb9, gb10, gb11, gb23, gb24, gb25, gb26, gb27, gb31, gb32, gb33, gb34, gb35, gb36 2x3 SPF #3: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 5.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002P 999 240 VERT(TL): 0.004P 999 180 HORZ(LL):-0.021B - - HORZ(TL):-0.051B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.127 Max BC CSI: 0.071 Max Web CSI: 0.207 Mfg Specified Camber: Job Number: T92087 Truss Label:T12 Ply: 1 Qty:1 Wgt: 558.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL CU*119 /-/-/62 /9 /23 CL*113 /-/-/52 /-/- CB*120 /-/-/98 /22 /- BS*110 /-/-/95 /39 /- BH*122 /-/-/53 /8 /- Wind reactions based on MWFRS CUBrg Width = 144 Min Req =- CLBrg Width = 144 Min Req =- CBBrg Width = 108 Min Req =- BSBrg Width = 144 Min Req =- BHBrg Width = 167 Min Req =- Bearings CU, CL, CB, BS, & BH are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 103 -76 C - D 129 -36 D - E 169 -35 E - F 208 -32 F - G 234 -32 G - H 260 -37 H - I 286 -42 I - J 312 -47 J - K 339 -52 K - L 365 -57 L - M 391 -61 M - N 418 -67 N - O 445 -72 O - P 473 -77 P - Q 491 -83 Q - R 453 -72 R - S 453 -72 Chords Tens.Comp. Y - Z 453 -72 Z -AA 427 -66 AA-AB 479 -83 AB-AC 495 -80 AC-AD 484 -95 AD-AE 453 -106 AE-AF 426 -117 AF-AG 400 -128 AG-AH 373 -140 AH-AI 348 -151 AI-AJ 321 -162 AJ-AK 295 -174 AK-AL 269 -185 AL-AM 243 -196 AM-AN 218 -200 AN-AO 199 -192 AO-AP 203 -199 AP-AQ 207 -206 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 BC2 w1 gb2gb3gb4 gb5gb6 gb7 gb8 gb9 gb10 gb11 gb23 gb24 gb25 gb26 gb27 gb31gb32 gb33 gb34 gb35 gb36 (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) (a) (a)(a)(a) (a)(a)(a)(a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M N O P Q R STU VWXYZAAABACADAE AF AGAH AI AJ AK ALAMANAOAP AQAR ASAT AU AV AW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBT BUBVBWBXBYBZCACBCCCDCECFCGCHCICJCKCLCMCNCOCPCQCRCSCTCU 6 12 412 5X6 5X8 4X8(**) 6X8 4X8(**) 1.5X4(OL)6X8(OL) 3X4 3X6 6X8 4X8 5X8 3X6(B1) 12'12'9'0"8 12'13'11"8 1'6"1'4" (TYP) 1'5"41'2"12 3"121'0"4 9"46"12 20'4"8 20'4"8 32'4"8 12' 33'2"4 9"12 47'6" 14'3"12 59' 11'6" 33'0"8 33'0"8 59' 25'11"81'6"1'6" 6" 1'2"8 4'4"11'10"1212'2"7Lumber Top chord 2x4 DF-L 2400f-2.0E :TC3 2x4 SPF #1/#2:Bot chord 2x4 DF-L 2400f-2.0E :BC2 2x4 SPF #1/#2: Webs 2x3 SPF #1/#2 :w1 2x4 DF-L 2400f-2.0E::gb2, gb3, gb4, gb5, gb6, gb7, gb8, gb9, gb10, gb11, gb23, gb24, gb25, gb26, gb27, gb31, gb32, gb33, gb34, gb35, gb36 2x3 SPF #3: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioningrequirements. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.04 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 5.90 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002P 999 240 VERT(TL): 0.004P 999 180 HORZ(LL):-0.021B - - HORZ(TL):-0.051B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.127 Max BC CSI: 0.071 Max Web CSI: 0.207 Mfg Specified Camber: Job Number: T92087 Truss Label:T12 Ply: 1 Qty:1 Wgt: 558.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL CU*119 /-/-/62 /9 /23 CL*113 /-/-/52 /-/- CB*120 /-/-/98 /22 /- BS*110 /-/-/95 /39 /- BH*122 /-/-/53 /8 /- Wind reactions based on MWFRS CUBrg Width = 144 Min Req =- CLBrg Width = 144 Min Req =- CBBrg Width = 108 Min Req =- BSBrg Width = 144 Min Req =- BHBrg Width = 167 Min Req =- Bearings CU, CL, CB, BS, & BH are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 64 0 B - C 103 -76 C - D 129 -36 D - E 169 -35 E - F 208 -32 F - G 234 -32 G - H 260 -37 H - I 286 -42 I - J 312 -47 J - K 339 -52 K - L 365 -57 L - M 391 -61 M - N 418 -67 N - O 445 -72 O - P 473 -77 P - Q 491 -83 Q - R 453 -72 R - S 453 -72 Chords Tens.Comp. Y - Z 453 -72 Z -AA 427 -66 AA-AB 479 -83 AB-AC 495 -80 AC-AD 484 -95 AD-AE 453 -106 AE-AF 426 -117 AF-AG 400 -128 AG-AH 373 -140 AH-AI 348 -151 AI-AJ 321 -162 AJ-AK 295 -174 AK-AL 269 -185 AL-AM 243 -196 AM-AN 218 -200 AN-AO 199 -192 AO-AP 203 -199 AP-AQ 207 -206 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC3 BC2 w1 gb2gb3gb4 gb5gb6 gb7 gb8 gb9 gb10 gb11 gb23 gb24 gb25 gb26 gb27 gb31gb32 gb33 gb34 gb35 gb36 (a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a)(a) (a) (a)(a)(a) (a)(a)(a)(a) DT -1"12 9'1"28'7"2 A B C D E F G H I J K L M N O P Q R STU VWXYZAAABACADAE AF AGAH AI AJ AK ALAMANAOAP AQAR ASAT AU AV AW AXAYAZBABBBCBDBEBFBGBHBIBJBKBLBMBNBOBPBQBRBSBT BUBVBWBXBYBZCACBCCCDCECFCGCHCICJCKCLCMCNCOCPCQCRCSCTCU 6 12 412 5X6 5X8 4X8(**) 6X8 4X8(**) 1.5X4(OL)6X8(OL) 3X4 3X6 6X8 4X8 5X8 3X6(B1) 12'12'9'0"8 12'13'11"8 1'6"1'4" (TYP) 1'5"41'2"12 3"121'0"4 9"46"12 20'4"8 20'4"8 32'4"8 12' 33'2"4 9"12 47'6" 14'3"12 59' 11'6" 33'0"8 33'0"8 59' 25'11"81'6"1'6" 6" 1'2"8 4'4"11'10"1212'2"7 Job Number: T92087 Truss Label:T12 Ply: 1 Qty:1 Wgt: 558.6 lbs Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. CU- B 202 -288 C -CT 40 -44 D -CS 77 -128 E -CR 70 -122 F -CQ 43 -123 G -CP 41 -120 H -CO 42 -123 I -CN 41 -122 J -CM 41 -123 K -CK 42 -123 L -CJ 41 -120 M -CI 42 -125 N -CH 43 -121 O -CG 47 -124 P -CF 20 -146 CE- Q 14 -209 R -CD 0 -122 S -CC 0 -124 T -CA 0 -123 U -BZ 0 -123 V -BY 0 -123 W -BX 0 -123 X -BW 0 -126 Gables Tens.Comp. Y -BV 2 -128 Z -BU 7 -61 AA-BT 17 -137 BQ-AC 26 -73 BP-AD 50 -124 BO-AE 43 -125 BN-AF 41 -123 BM-AG 42 -125 BL-AH 40 -119 BK-AI 62 -124 BJ-AJ 81 -123 BI-AK 82 -124 BG-AL 82 -124 BF-AM 62 -90 AN-BE 48 -56 BD-AO 57 -92 BC-AP 72 -123 BB-AQ 72 -122 BA-AR 71 -121 AZ-AS 49 -121 AY-AT 55 -113 AX-AU 95 -153 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 19.25 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012D 999 240 VERT(TL): 0.022D 999 180 HORZ(LL):-0.005D - - HORZ(TL):-0.010D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.277 Max BC CSI: 0.171 Max Web CSI: 0.163 Mfg Specified Camber: Job Number: T92087 Truss Label:T18 Ply: 1 Qty:1 Wgt: 27.3 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/42 /0 /5 Wind reactions based on MWFRS C Brg Width = 94.9 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 284 -41 Chords Tens.Comp. B - C 284 -41 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 64 -185 Chords Tens.Comp. D - C 64 -185 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 86 -492 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 17'11"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 7'10"15 3'11"8 3'11"8 7'10"15 3'11"8 3'11"8 3'11"8 7'10"15 3'11"8 0"42'3"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 19.25 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.012D 999 240 VERT(TL): 0.022D 999 180 HORZ(LL):-0.005D - - HORZ(TL):-0.010D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.277 Max BC CSI: 0.171 Max Web CSI: 0.163 Mfg Specified Camber: Job Number: T92087 Truss Label:T18 Ply: 1 Qty:1 Wgt: 27.3 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/42 /0 /5 Wind reactions based on MWFRS C Brg Width = 94.9 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 284 -41 Chords Tens.Comp. B - C 284 -41 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 64 -185 Chords Tens.Comp. D - C 64 -185 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 86 -492 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 17'11"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 7'10"15 3'11"8 3'11"8 7'10"15 3'11"8 3'11"8 3'11"8 7'10"15 3'11"8 0"42'3"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.67 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004C 999 240 VERT(TL): 0.008C 999 180 HORZ(LL): 0.003D - - HORZ(TL): 0.005D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.290 Max BC CSI: 0.447 Max Web CSI: 0.186 Mfg Specified Camber: Job Number: T92087 Truss Label:T17 Ply: 1 Qty:4 Wgt: 43.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 592 /-/-/258 /39 /85 F 592 /-/-/258 /39 /- Wind reactions based on MWFRS G Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings G & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 123 -128 Chords Tens.Comp. C - D 122 -128 D - E 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. G - F 195 -27 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 176 -364 G - C 46 -231 Webs Tens.Comp. C - F 46 -231 D - F 174 -364 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'7"2 A B C D E FG 7 12 1.5X4 3X6(R) 4X4 1.5X4 3X6(R) 8' 4' 4' 8' 4' 8' 8'1'6"1'6"1'4"23'8"2Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.67 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004C 999 240 VERT(TL): 0.008C 999 180 HORZ(LL): 0.003D - - HORZ(TL): 0.005D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.290 Max BC CSI: 0.447 Max Web CSI: 0.186 Mfg Specified Camber: Job Number: T92087 Truss Label:T17 Ply: 1 Qty:4 Wgt: 43.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G 592 /-/-/258 /39 /85 F 592 /-/-/258 /39 /- Wind reactions based on MWFRS G Brg Width = 5.5 Min Req =1.5 F Brg Width = 5.5 Min Req =1.5 Bearings G & F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 123 -128 Chords Tens.Comp. C - D 122 -128 D - E 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. G - F 195 -27 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - G 176 -364 G - C 46 -231 Webs Tens.Comp. C - F 46 -231 D - F 174 -364 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'7"2 A B C D E FG 7 12 1.5X4 3X6(R) 4X4 1.5X4 3X6(R) 8' 4' 4' 8' 4' 8' 8'1'6"1'6"1'4"23'8"2 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 19.75 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 999 240 VERT(TL): 0.015 999 180 HORZ(LL):-0.003 - - HORZ(TL):-0.006 - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.113 Max BC CSI: 0.156 Max Web CSI: 0.000 Mfg Specified Camber: Job Number: T92087 Truss Label:T19 Ply: 1 Qty:1 Wgt: 15.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/40 /-/5 Wind reactions based on MWFRS C Brg Width = 53.8 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 49 -261 Chords Tens.Comp. B - C 49 -261 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - C 233 -21 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 18'11"5 A B C 7 12 2X4(D8R) 3X4 2X4(D8R) 4'5"13 2'2"14 2'2"14 4'5"13 2'2"14 4'5"13 4'5"13 0"41'3"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 19.75 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008 999 240 VERT(TL): 0.015 999 180 HORZ(LL):-0.003 - - HORZ(TL):-0.006 - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.113 Max BC CSI: 0.156 Max Web CSI: 0.000 Mfg Specified Camber: Job Number: T92087 Truss Label:T19 Ply: 1 Qty:1 Wgt: 15.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/40 /-/5 Wind reactions based on MWFRS C Brg Width = 53.8 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 49 -261 Chords Tens.Comp. B - C 49 -261 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - C 233 -21 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 18'11"5 A B C 7 12 2X4(D8R) 3X4 2X4(D8R) 4'5"13 2'2"14 2'2"14 4'5"13 2'2"14 4'5"13 4'5"13 0"41'3"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.67 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002C 999 240 VERT(TL):-0.005C 999 180 HORZ(LL): 0.064B - - HORZ(TL): 0.138B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.240 Max BC CSI: 0.040 Max Web CSI: 0.113 Mfg Specified Camber: Job Number: T92087 Truss Label:T20 Ply: 1 Qty:1 Wgt: 47.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*118 /-/-/46 /3 /11 J 297 /-/-/108 /56 /- Wind reactions based on MWFRS P Brg Width = 90.5 Min Req =- J Brg Width = 5.5 Min Req =1.5 Bearings P & J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 72 0 B - C 90 -78 C - D 104 -34 D - E 134 -40 Chords Tens.Comp. E - F 133 -40 F - G 104 -34 G - H 90 -78 H - I 72 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 47 -44 O - N 45 -41 N - M 44 -41 Chords Tens.Comp. M - L 44 -41 L - K 45 -41 K - J 42 -39 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. P - B 156 -286 C - O 69 -48 D - N 51 -144 E - M 0 -111 Gables Tens.Comp. L - F 52 -144 K - G 69 -48 H - J 153 -286 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'7"2 A B C D E F G H I J KLMNO P 7 12 3X6(R) 4X4 3X6(R) 8' 1'4" (TYP) 1'2"12 4' 4' 8' 4' 8' 8'1'6"1'6"1'4"23'8"2Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWGS A11530ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 18.67 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL):-0.002C 999 240 VERT(TL):-0.005C 999 180 HORZ(LL): 0.064B - - HORZ(TL): 0.138B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.240 Max BC CSI: 0.040 Max Web CSI: 0.113 Mfg Specified Camber: Job Number: T92087 Truss Label:T20 Ply: 1 Qty:1 Wgt: 47.6 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL P*118 /-/-/46 /3 /11 J 297 /-/-/108 /56 /- Wind reactions based on MWFRS P Brg Width = 90.5 Min Req =- J Brg Width = 5.5 Min Req =1.5 Bearings P & J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 72 0 B - C 90 -78 C - D 104 -34 D - E 134 -40 Chords Tens.Comp. E - F 133 -40 F - G 104 -34 G - H 90 -78 H - I 72 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. P - O 47 -44 O - N 45 -41 N - M 44 -41 Chords Tens.Comp. M - L 44 -41 L - K 45 -41 K - J 42 -39 Maximum Gable Forces Per Ply (lbs) GablesTens.Comp. P - B 156 -286 C - O 69 -48 D - N 51 -144 E - M 0 -111 Gables Tens.Comp. L - F 52 -144 K - G 69 -48 H - J 153 -286 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'7"2 A B C D E F G H I J KLMNO P 7 12 3X6(R) 4X4 3X6(R) 8' 1'4" (TYP) 1'2"12 4' 4' 8' 4' 8' 8'1'6"1'6"1'4"23'8"2 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x4 SPF #1/#2 :w3, w12 2x3 SPF #3::w5, w6, w8, w9, w10, w11 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 0.00 ft Enclosure: Closed Category: Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.15GCpi: 0.18 Wind Duration: 0.00 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.274P 999 240 VERT(TL): 0.519P 999 180 HORZ(LL): 0.127L - - HORZ(TL): 0.241L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.974 Max BC CSI: 0.857 Max Web CSI: 0.989 Mfg Specified Camber: Job Number: T92087 Truss Label:T7 Ply: 1 Qty:2 Wgt: 295.0 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2781 /-/-/-/-/- L 2638 /-/-/-/-/- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =4.4 L Brg Width = 5.5 Min Req =4.1 Bearings S & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 0 -312 C - D 0-4051 D - E 0-3319 E - F 0-2794 Chords Tens.Comp. F - G 0 -2645 G - H 0 -2844 H - I 0 -2472 I - J 0 -2628 J - K 83 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 3607 0 R - Q 3353 0 Q - P 3353 0 P - O 2805 0 Chords Tens.Comp. O - N 2355 0 N - M 2355 0 M - L 1560 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 0 -507 S - C 0-4075 C - R 0 -171 R - D 370 0D - P 0 -808 P - E 846 0 P - F 0 -28 Webs Tens.Comp. F - O 0 -616 O - G 726 0 O - H 135 0 H - M 0 -702M - J 1122 0 J - L 0 -2907 K - L 0 -117 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w3 w5 w6 w8 w9 w10 w11 w12 (a) (a) (a) (a)(a) (a) (a) DT -1"12 9'1"2AB C D E F G H I J K LMNOPQRS 6 12 2X4 6X8 8X8 3X4 4X4 SS0312 4X8 6X6 3X4 4X8 4X8 6X6 3X4 4X6(R) 3X8 6X8 1.5X4 4X8(R) 47' 6'9"12 6'9"12 13'7" 6'9"4 20'4"8 6'9"8 26'4"8 6' 32'4"8 6' 37'11" 5'6"8 39'9"1 1'10"1 43'5"8 3'8"7 47' 3'6"8 10'2"12 10'2"12 16' 5'9"4 19'7"3 3'7"3 29'4"13 9'9"10 32' 2'7"3 39'2"6 7'2"6 47' 7'9"101'6" 1'2"8 4'1"11'4"12Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E :BC2 2x4 SPF #1/#2: Webs 2x4 SPF #1/#2 :w3, w12 2x3 SPF #3::w5, w6, w8, w9, w10, w11 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be taken during handling, shipping and installation of trusses. See"WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 0.00 ft Enclosure: Closed Category: Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.15GCpi: 0.18 Wind Duration: 0.00 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.274P 999 240 VERT(TL): 0.519P 999 180 HORZ(LL): 0.127L - - HORZ(TL): 0.241L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.974 Max BC CSI: 0.857 Max Web CSI: 0.989 Mfg Specified Camber: Job Number: T92087 Truss Label:T7 Ply: 1 Qty:2 Wgt: 295.0 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL S 2781 /-/-/-/-/- L 2638 /-/-/-/-/- Wind reactions based on MWFRS S Brg Width = 5.5 Min Req =4.4 L Brg Width = 5.5 Min Req =4.1 Bearings S & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 0 -312 C - D 0-4051 D - E 0-3319 E - F 0-2794 Chords Tens.Comp. F - G 0 -2645 G - H 0 -2844 H - I 0 -2472 I - J 0 -2628 J - K 83 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. S - R 3607 0 R - Q 3353 0 Q - P 3353 0 P - O 2805 0 Chords Tens.Comp. O - N 2355 0 N - M 2355 0 M - L 1560 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - S 0 -507 S - C 0-4075 C - R 0 -171 R - D 370 0D - P 0 -808 P - E 846 0 P - F 0 -28 Webs Tens.Comp. F - O 0 -616 O - G 726 0 O - H 135 0 H - M 0 -702M - J 1122 0 J - L 0 -2907 K - L 0 -117 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org BC2 w3 w5 w6 w8 w9 w10 w11 w12 (a) (a) (a) (a)(a) (a) (a) DT -1"12 9'1"2AB C D E F G H I J K LMNOPQRS 6 12 2X4 6X8 8X8 3X4 4X4 SS0312 4X8 6X6 3X4 4X8 4X8 6X6 3X4 4X6(R) 3X8 6X8 1.5X4 4X8(R) 47' 6'9"12 6'9"12 13'7" 6'9"4 20'4"8 6'9"8 26'4"8 6' 32'4"8 6' 37'11" 5'6"8 39'9"1 1'10"1 43'5"8 3'8"7 47' 3'6"8 10'2"12 10'2"12 16' 5'9"4 19'7"3 3'7"3 29'4"13 9'9"10 32' 2'7"3 39'2"6 7'2"6 47' 7'9"101'6" 1'2"8 4'1"11'4"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 17.16 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004D 999 240 VERT(TL): 0.007D 999 180 HORZ(LL):-0.002D - - HORZ(TL):-0.004D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.116 Max BC CSI: 0.079 Max Web CSI: 0.090 Mfg Specified Camber: Job Number: T92087 Truss Label:T4 Ply: 1 Qty:1 Wgt: 18.9 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/41 /-/5 Wind reactions based on MWFRS C Brg Width = 67.0 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 145 -14 Chords Tens.Comp. B - C 145 -14 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 33 -85 Chords Tens.Comp. D - C 33 -85 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 47 -282 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 5'7" 2'9"8 2'9"8 5'7" 2'9"8 2'9"8 2'9"8 5'7" 2'9"8 0"41'7"13Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 17.16 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004D 999 240 VERT(TL): 0.007D 999 180 HORZ(LL):-0.002D - - HORZ(TL):-0.004D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.116 Max BC CSI: 0.079 Max Web CSI: 0.090 Mfg Specified Camber: Job Number: T92087 Truss Label:T4 Ply: 1 Qty:1 Wgt: 18.9 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/41 /-/5 Wind reactions based on MWFRS C Brg Width = 67.0 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 145 -14 Chords Tens.Comp. B - C 145 -14 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 33 -85 Chords Tens.Comp. D - C 33 -85 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 47 -282 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 16'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 5'7" 2'9"8 2'9"8 5'7" 2'9"8 2'9"8 2'9"8 5'7" 2'9"8 0"41'7"13 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014C 999 240 VERT(TL): 0.027C 999 180 HORZ(LL): 0.008F - - HORZ(TL): 0.016F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.378 Max BC CSI: 0.400 Max Web CSI: 0.762 Mfg Specified Camber: Job Number: T92087 Truss Label:T2 Ply: 1 Qty:1 Wgt: 112.7 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 968 /-/-/431 /15 /131 I 678 /-/-/268 /28 /- H 623 /-/-/267 /-/- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K, I, & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 199 -105 C - D 80 -470 Chords Tens.Comp. D - E 84 -472 E - F 173 -60 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. L - K 4 -1 K - J 453 -49 J - I 47 -32 Chords Tens.Comp. I - H 308 0 H - G 6 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 0 -259 B - K 244 -163 K - C 38 -747 C - J 77 -201 D - J 109 -73 Webs Tens.Comp. J - E 447 0 I - E 72 -688 E - H 30 -524 H - F 105 -94 F - G 0 -126 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F GHIJKL 7 12 3X4 1.5X4 3X4 3X4 4X4 3X6 1.5X4 4X6 3X4 3X4 1.5X4 8"4 11'6'3"12 8"4 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6"1'11"97'4"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 4.50 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014C 999 240 VERT(TL): 0.027C 999 180 HORZ(LL): 0.008F - - HORZ(TL): 0.016F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.378 Max BC CSI: 0.400 Max Web CSI: 0.762 Mfg Specified Camber: Job Number: T92087 Truss Label:T2 Ply: 1 Qty:1 Wgt: 112.7 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 968 /-/-/431 /15 /131 I 678 /-/-/268 /28 /- H 623 /-/-/267 /-/- Wind reactions based on MWFRS K Brg Width = 3.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 H Brg Width = 3.5 Min Req =1.5 Bearings K, I, & H Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 199 -105 C - D 80 -470 Chords Tens.Comp. D - E 84 -472 E - F 173 -60 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. L - K 4 -1 K - J 453 -49 J - I 47 -32 Chords Tens.Comp. I - H 308 0 H - G 6 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - L 0 -259 B - K 244 -163 K - C 38 -747 C - J 77 -201 D - J 109 -73 Webs Tens.Comp. J - E 447 0 I - E 72 -688 E - H 30 -524 H - F 105 -94 F - G 0 -126 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F GHIJKL 7 12 3X4 1.5X4 3X4 3X4 4X4 3X6 1.5X4 4X6 3X4 3X4 1.5X4 8"4 11'6'3"12 8"4 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6"1'11"97'4"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014D 999 240 VERT(TL): 0.026D 999 180 HORZ(LL): 0.008F - - HORZ(TL): 0.017F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.485 Max BC CSI: 0.400 Max Web CSI: 0.757 Mfg Specified Camber: Job Number: T92087 Truss Label:T5 Ply: 1 Qty:3 Wgt: 115.5 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 967 /-/-/428 /17 /144 J 666 /-/-/255 /21 /- I 788 /-/-/355 /11 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings L, J, & I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 199 -105 C - D 107 -463 Chords Tens.Comp. D - E 106 -462 E - F 236 -45 F - G 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. M - L 4 -1 L - K 447 -70 K - J 87 -56 Chords Tens.Comp. J - I 296 0 I - H 4 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -259 B - L 247 -163 L - C 73 -745 C - K 92 -203 D - K 105 -88 Webs Tens.Comp. K - E 471 0 J - E 91 -674 E - I 37 -573 I - F 181 -233 F - H 0 -127 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F G HIJKLM 7 12 3X4 1.5X4 3X4 3X4 4X4(R1) 3X6 1.5X4 4X6 3X4 3X4 1.5X4 8"4 11'6'3"12 8"4 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6" 1'6"1'11"97'4"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.014D 999 240 VERT(TL): 0.026D 999 180 HORZ(LL): 0.008F - - HORZ(TL): 0.017F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.485 Max BC CSI: 0.400 Max Web CSI: 0.757 Mfg Specified Camber: Job Number: T92087 Truss Label:T5 Ply: 1 Qty:3 Wgt: 115.5 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL L 967 /-/-/428 /17 /144 J 666 /-/-/255 /21 /- I 788 /-/-/355 /11 /- Wind reactions based on MWFRS L Brg Width = 3.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 I Brg Width = 3.5 Min Req =1.5 Bearings L, J, & I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 199 -105 C - D 107 -463 Chords Tens.Comp. D - E 106 -462 E - F 236 -45 F - G 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. M - L 4 -1 L - K 447 -70 K - J 87 -56 Chords Tens.Comp. J - I 296 0 I - H 4 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - M 0 -259 B - L 247 -163 L - C 73 -745 C - K 92 -203 D - K 105 -88 Webs Tens.Comp. K - E 471 0 J - E 91 -674 E - I 37 -573 I - F 181 -233 F - H 0 -127 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F G HIJKLM 7 12 3X4 1.5X4 3X4 3X4 4X4(R1) 3X6 1.5X4 4X6 3X4 3X4 1.5X4 8"4 11'6'3"12 8"4 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6" 1'6"1'11"97'4"15 Lumber Top chord 2x4 SPF #1/#2 :TC1, TC2 2x4 DF-L 2400f-2.0E: Bot chord 2x4 SPF #1/#2 :BC2, BC4 2x4 SPF 1650f-1.5E:Webs 2x4 SPF #1/#2 :w2 2x4 SPF 1650f-1.5E::w3, w5 2x4 SPF Stud::w6, w17 2x3 SPF #3: :w11, w13, w14, w15, w16 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 0.00 ft Enclosure: Closed Category: Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.15GCpi: 0.18 Wind Duration: 0.00 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388E 999 240 VERT(TL): 0.736E 766 180 HORZ(LL): 0.254L - - HORZ(TL): 0.480L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.830 Max BC CSI: 0.945 Max Web CSI: 0.955 Mfg Specified Camber: Job Number: T92087 Truss Label:T9 Ply: 1 Qty:2 Wgt: 331.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2781 /-/-/-/-/- L 2638 /-/-/-/-/- Wind reactions based on MWFRS W Brg Width = 5.5 Min Req =4.4 L Brg Width = 5.5 Min Req =4.1 Bearings W & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 0-6686 C - D 0-6867 D - E 0-4813 E - F 0-4343 Chords Tens.Comp. F - G 0 -2784 G - H 0 -2646 H - I 0 -2844 I - J 0 -2628 J - K 83 -60 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. W - V 199 0 U - T 4838 0 T - R 3820 0 S - Q 70 0 Q - P 2807 0 Chords Tens.Comp. P - O 2807 0 O - N 2354 0 N - M 2354 0 M - L 1560 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - W 0-2664 B - U 5883 0 W - U 0 -195 C - U 0 -101 U - V 12 0 U - D 1559 0 D - T 0 -924 Webs Tens.Comp. R - F 2071 0 Q - F 0 -422 Q - G 0 -50 G - O 0 -618 O - H 729 0 O - I 138 0 I - M 0 -701 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 TC2 BC2 BC4 w2 w3 w5 w6 w11 w13 w14 w15 w16 w17 (a)(a)(a)(a) (a) (a) DT -1"12 9'1"2AB C D E F G H I J K LMNOPQ R ST UVW 6 12 6X12 5X6(R) SS0719 6X6 4X4 4X4 SS0719 2X4 8X8 6X12 SS0312 3X4 4X8 5X6 4X8 5X6 4X6(R) 6X8 4X8(R) 47' 5"6 5"6 2'3"4 1'9"14 6'9"4 4'6" 14'7" 7'9"12 20'4"8 5'9"8 26'4"8 6' 32'4"8 6' 37'11"7 5'6"15 43'5"8 5'6"1 47' 3'6"8 2'5" 2'5" 10'2"12 7'9"12 14'7" 4'4"4 19'7"3 5'0"3 24'7" 4'11"13 29'4"13 4'9"13 34'7" 5'2"3 39'2"6 4'7"6 47' 7'9"101'6" 1'2"8 4'1"1'11'4"12Lumber Top chord 2x4 SPF #1/#2 :TC1, TC2 2x4 DF-L 2400f-2.0E: Bot chord 2x4 SPF #1/#2 :BC2, BC4 2x4 SPF 1650f-1.5E:Webs 2x4 SPF #1/#2 :w2 2x4 SPF 1650f-1.5E::w3, w5 2x4 SPF Stud::w6, w17 2x3 SPF #3: :w11, w13, w14, w15, w16 2x3 SPF #1/#2: Bracing (a) Continuous lateral restraint equally spaced onmember. Plating Notes All plates are 1.5X4 except as noted. Purlins In lieu of structural panels use purlins to brace all flatTC @ 24" oc. Additional Notes WARNING: Furnish a copy of this DWG to theinstallation contractor. Special care must be takenduring handling, shipping and installation of trusses. See "WARNING" note below. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 0.00 ft Enclosure: Closed Category: Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: NA I: 1.15GCpi: 0.18 Wind Duration: 0.00 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388E 999 240 VERT(TL): 0.736E 766 180 HORZ(LL): 0.254L - - HORZ(TL): 0.480L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.830 Max BC CSI: 0.945 Max Web CSI: 0.955 Mfg Specified Camber: Job Number: T92087 Truss Label:T9 Ply: 1 Qty:2 Wgt: 331.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL W 2781 /-/-/-/-/- L 2638 /-/-/-/-/- Wind reactions based on MWFRS W Brg Width = 5.5 Min Req =4.4 L Brg Width = 5.5 Min Req =4.1 Bearings W & L Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 62 0 B - C 0-6686 C - D 0-6867 D - E 0-4813 E - F 0-4343 Chords Tens.Comp. F - G 0 -2784 G - H 0 -2646 H - I 0 -2844 I - J 0 -2628 J - K 83 -60 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. W - V 199 0 U - T 4838 0 T - R 3820 0 S - Q 70 0 Q - P 2807 0 Chords Tens.Comp. P - O 2807 0 O - N 2354 0 N - M 2354 0 M - L 1560 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - W 0-2664 B - U 5883 0 W - U 0 -195 C - U 0 -101 U - V 12 0 U - D 1559 0 D - T 0 -924 Webs Tens.Comp. R - F 2071 0 Q - F 0 -422 Q - G 0 -50 G - O 0 -618 O - H 729 0 O - I 138 0 I - M 0 -701 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC1 TC2 BC2 BC4 w2 w3 w5 w6 w11 w13 w14 w15 w16 w17 (a)(a)(a)(a) (a) (a) DT -1"12 9'1"2AB C D E F G H I J K LMNOPQ R ST UVW 6 12 6X12 5X6(R) SS0719 6X6 4X4 4X4 SS0719 2X4 8X8 6X12 SS0312 3X4 4X8 5X6 4X8 5X6 4X6(R) 6X8 4X8(R) 47' 5"6 5"6 2'3"4 1'9"14 6'9"4 4'6" 14'7" 7'9"12 20'4"8 5'9"8 26'4"8 6' 32'4"8 6' 37'11"7 5'6"15 43'5"8 5'6"1 47' 3'6"8 2'5" 2'5" 10'2"12 7'9"12 14'7" 4'4"4 19'7"3 5'0"3 24'7" 4'11"13 29'4"13 4'9"13 34'7" 5'2"3 39'2"6 4'7"6 47' 7'9"101'6" 1'2"8 4'1"1'11'4"12 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.68 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008F 999 240 VERT(TL): 0.015F 999 180 HORZ(LL):-0.003F - - HORZ(TL):-0.006F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.357 Max BC CSI: 0.091 Max Web CSI: 0.197 Mfg Specified Camber: Job Number: T92087 Truss Label:T10 Ply: 1 Qty:1 Wgt: 58.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*113 /-/-/43 /1 /5 Wind reactions based on MWFRS E Brg Width = 189 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 115 -30 B - C 109 -83 Chords Tens.Comp. C - D 109 -83 D - E 115 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 38 -36 H - G 41 -41 Chords Tens.Comp. G - F 41 -41 F - E 38 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 90 -420 C - G 0 -334 Webs Tens.Comp. F - D 90 -420 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13'2"11 A B C D E FGH 7 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 15'9"2 3'10"9 3'10"9 7'10"9 4' 11'10"9 4' 15'9"2 3'10"9 3'10"9 3'10"9 7'10"9 4' 11'10"9 4' 15'9"2 3'10"9 0"44'7"7Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.68 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.008F 999 240 VERT(TL): 0.015F 999 180 HORZ(LL):-0.003F - - HORZ(TL):-0.006F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.357 Max BC CSI: 0.091 Max Web CSI: 0.197 Mfg Specified Camber: Job Number: T92087 Truss Label:T10 Ply: 1 Qty:1 Wgt: 58.8 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*113 /-/-/43 /1 /5 Wind reactions based on MWFRS E Brg Width = 189 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 115 -30 B - C 109 -83 Chords Tens.Comp. C - D 109 -83 D - E 115 -61 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - H 38 -36 H - G 41 -41 Chords Tens.Comp. G - F 41 -41 F - E 38 -40 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - H 90 -420 C - G 0 -334 Webs Tens.Comp. F - D 90 -420 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 13'2"11 A B C D E FGH 7 12 2X4(D8R) 1.5X4 1.5X4 4X4 1.5X4 1.5X4 1.5X4 2X4(D8R) 15'9"2 3'10"9 3'10"9 7'10"9 4' 11'10"9 4' 15'9"2 3'10"9 3'10"9 3'10"9 7'10"9 4' 11'10"9 4' 15'9"2 3'10"9 0"44'7"7 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.66 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017D 999 240 VERT(TL): 0.033D 999 180 HORZ(LL):-0.008D - - HORZ(TL):-0.015D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.370 Max BC CSI: 0.225 Max Web CSI: 0.209 Mfg Specified Camber: Job Number: T92087 Truss Label:T3 Ply: 1 Qty:1 Wgt: 31.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/42 /0 /5 Wind reactions based on MWFRS C Brg Width = 108 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 365 -52 Chords Tens.Comp. B - C 365 -51 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 74 -246 Chords Tens.Comp. D - C 74 -246 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 95 -606 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 15'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 9'0"2 4'6"1 4'6"1 9'0"2 4'6"1 4'6"1 4'6"1 9'0"2 4'6"1 0"42'7"13Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:0.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.66 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.017D 999 240 VERT(TL): 0.033D 999 180 HORZ(LL):-0.008D - - HORZ(TL):-0.015D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.370 Max BC CSI: 0.225 Max Web CSI: 0.209 Mfg Specified Camber: Job Number: T92087 Truss Label:T3 Ply: 1 Qty:1 Wgt: 31.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/42 /0 /5 Wind reactions based on MWFRS C Brg Width = 108 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 365 -52 Chords Tens.Comp. B - C 365 -51 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 74 -246 Chords Tens.Comp. D - C 74 -246 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 95 -606 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 15'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 9'0"2 4'6"1 4'6"1 9'0"2 4'6"1 4'6"1 4'6"1 9'0"2 4'6"1 0"42'7"13 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039AA 999 240 VERT(TL): 0.074AA 999 180 HORZ(LL): 0.019G - - HORZ(TL): 0.037G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.367 Max BC CSI: 0.225 Max Web CSI: 0.820 Mfg Specified Camber: Job Number: T92087 Truss Label:T6 Ply: 1 Qty:1 Wgt: 171.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE939 /-/-/419 /17 /144 W 744 /-/-/304 /22 /- S 736 /-/-/322 /11 /- Wind reactions based on MWFRS AEBrg Width = 3.5 Min Req =1.5 W Brg Width = 3.5 Min Req =1.5 S Brg Width = 3.5 Min Req =1.5 Bearings AE, W, & S Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 87 -34 C - D 111 -34 D - E 187 0 E - F 68 -428 F - G 75 -338 G - H 98 -318H - I 118 -290 Chords Tens.Comp. I - J 120 -315 J - K 97 -312 K - L 73 -333 L - M 64 -368 M - N 177 -4 N - O 109 -39 O - P 84 -40P - Q 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 2 -1 AE-AD 430 -70 AD-AC 430 -70 AC-AB 432 -69 AB-AA 432 -69 AA- Z 432 -69 Z - Y 432 -69 Chords Tens.Comp. Y - X 80 -79 X - W 80 -79 W - V 232 -16 V - U 231 -16 U - T 229 -16 T - S 229 -16 S - R 2 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAEAF AG AH AI AJ AKAL AMAN AOAP AQAR ASAT AU AV AW AX AYAZ BA 7 12 3X4 3X4 3X4 4X4(R1) 3X6 4X6 3X4 3X4 8"4 11'6'3"12 8"4 1'4"2 1'4"(TYP)2'8" 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6" 1'6"1'11"97'4"15Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF 1650f-1.5E Webs 2x3 SPF #3 Plating Notes All plates are 1.5X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chordmust not be cut or notched. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Left and right cantilevers are exposed to wind Additional Notes See DWGS A11515ENC101014, GBLLETIN0118, &GABRST101014 for gable wind bracing and otherrequirements. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 15.00 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: 0 to h/2C&C Dist a: 3.00 ftLoc. from endwall: Any I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039AA 999 240 VERT(TL): 0.074AA 999 180 HORZ(LL): 0.019G - - HORZ(TL): 0.037G - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.367 Max BC CSI: 0.225 Max Web CSI: 0.820 Mfg Specified Camber: Job Number: T92087 Truss Label:T6 Ply: 1 Qty:1 Wgt: 171.1 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE939 /-/-/419 /17 /144 W 744 /-/-/304 /22 /- S 736 /-/-/322 /11 /- Wind reactions based on MWFRS AEBrg Width = 3.5 Min Req =1.5 W Brg Width = 3.5 Min Req =1.5 S Brg Width = 3.5 Min Req =1.5 Bearings AE, W, & S Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 70 0 B - C 87 -34 C - D 111 -34 D - E 187 0 E - F 68 -428 F - G 75 -338 G - H 98 -318H - I 118 -290 Chords Tens.Comp. I - J 120 -315 J - K 97 -312 K - L 73 -333 L - M 64 -368 M - N 177 -4 N - O 109 -39 O - P 84 -40P - Q 70 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 2 -1 AE-AD 430 -70 AD-AC 430 -70 AC-AB 432 -69 AB-AA 432 -69 AA- Z 432 -69 Z - Y 432 -69 Chords Tens.Comp. Y - X 80 -79 X - W 80 -79 W - V 232 -16 V - U 231 -16 U - T 229 -16 T - S 229 -16 S - R 2 -1 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 10'5"2 A B C D E F G H I J K L M N O P Q RSTUVWXYZAAABACADAEAF AG AH AI AJ AKAL AMAN AOAP AQAR ASAT AU AV AW AX AYAZ BA 7 12 3X4 3X4 3X4 4X4(R1) 3X6 4X6 3X4 3X4 8"4 11'6'3"12 8"4 1'4"2 1'4"(TYP)2'8" 4'8"1 4'8"1 9'4"2 4'8"1 14'0"3 4'8"1 18'8"4 4'8"1 10" 10" 9'4"2 8'6"2 11'8"4 2'4"2 17'10"4 6'2" 18'8"4 10"1'6" 1'6"1'11"97'4"15 Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.16 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046D 999 240 VERT(TL): 0.089D 999 180 HORZ(LL):-0.021D - - HORZ(TL):-0.040D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.745 Max BC CSI: 0.448 Max Web CSI: 0.436 Mfg Specified Camber: Job Number: T92087 Truss Label:T1 Ply: 1 Qty:1 Wgt: 43.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/43 /1 /5 Wind reactions based on MWFRS C Brg Width = 149 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 682 -93 Chords Tens.Comp. B - C 682 -93 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 115 -490 Chords Tens.Comp. D - C 115 -490 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 138-1026 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 14'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 12'5"4 6'2"10 6'2"10 12'5"4 6'2"10 6'2"10 6'2"10 12'5"4 6'2"10 0"43'7"13Lumber Top chord 2x4 SPF #1/#2Bot chord 2x4 SPF #1/#2 Webs 2x3 SPF #3 Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Wind Wind loads based on MWFRS with additional C&Cmember design. Additional Notes See DWG VAL160101014 for valley details. Loading Criteria (psf) TCLL:35.00 TCDL:10.00 BCLL: 0.00 BCDL:10.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.15 Spacing: 24.0 " Wind Criteria Speed:115 mph TCDL: 6.0 psf EXP: CBCDL: 6.0 psf Mean Height: 16.16 ft Enclosure: Closed Category: II Wind Std:ASCE 7-10 MWFRS Parallel Dist: h/2 to hC&C Dist a: 3.00 ftLoc. from endwall: not in 9.00 ft I: 1.0 GCpi: 0.18 Wind Duration: 1.60 Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.046D 999 240 VERT(TL): 0.089D 999 180 HORZ(LL):-0.021D - - HORZ(TL):-0.040D - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.745 Max BC CSI: 0.448 Max Web CSI: 0.436 Mfg Specified Camber: Job Number: T92087 Truss Label:T1 Ply: 1 Qty:1 Wgt: 43.4 lbs Dsgnr:Derek Widiker04/23/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL C*113 /-/-/43 /1 /5 Wind reactions based on MWFRS C Brg Width = 149 Min Req =- Bearing A Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 682 -93 Chords Tens.Comp. B - C 682 -93 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. A - D 115 -490 Chords Tens.Comp. D - C 115 -490 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - D 138-1026 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 14'2"5 A B C D 7 12 2X4(D8R) 4X4 1.5X4 2X4(D8R) 12'5"4 6'2"10 6'2"10 12'5"4 6'2"10 6'2"10 6'2"10 12'5"4 6'2"10 0"43'7"13 (6)T14(2)T1(2)T11(2)T16(3)T17T9 T7 T12 T10 T19 T22 T18 T24 T6(2)T13(7)T8(4)T5(3)T2(2)T15 PAGE NO: 1 OF 1 JOB NO: T92087F Name: ARONSON ACustomer: Lyman Lumber/Chan Address: 18108 JULY CIRCLESalesman: LLCDesigner: DJW Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w5 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading This truss spaced @ 19.2" oc supports additionalconcentrated loads. At left end: 10.00' stud wall (10.00 PSF) supporting 8-0-0 roof spans W/2-0-0 overhang. Atright end: 10.00' stud wall (10.00 PSF) supporting 8-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.087K 999 480 VERT(TL): 0.183K 999 240 HORZ(LL): 0.014P - - HORZ(TL): 0.027P - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.460 Max BC CSI: 0.322 Max Web CSI: 0.478 Mfg Specified Camber: Job Number: T92087F Truss Label:T14 Ply: 1 Qty:6 Wgt: 157.5 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1099 /-/-/-/-/- U 1553 /-/-/-/-/- Z 1332 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.5 U Brg Width = 3.5 Min Req =1.5 Z Brg Width = 5.5 Min Req =1.5 Bearings X, U, & Z Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 275 -744 C - D 275 -744 D - E 1044 0 E - F 1451 0 F - G 1451 0 G - H 0-1087 Chords Tens.Comp. H - I 0 -1087 I - J 0 -1087 J - K 0 -1746 K - L 0 -1746 L - M 0 -817 M - N 0 -68 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 656 -83 W - V 407 -621 V - U 0-1089 U - T 148 -253 Chords Tens.Comp. T - S 148 -253 S - R 1600 0 R - Q 1461 0 Q - P 781 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - A 0 -712 X - B 142 -661 Y - X 0 -87 B - W 111 -230 C - W 0 -187 Webs Tens.Comp. G - S 1117 0 H - S 0 -198 S - J 0 -630 J - R 211 0 K - R 0 -196 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w5 8'1"2 A B C D E F G H I J K L M NO PQRSTUVWX Y Z 1.5X4(R) 3X6 1.5X4 3X6 3X6 4X6 3X4(R)2X3 3X10 4X6 W=3X10 1.5X4 3X8 W=3X10 1.5X4 4X6 4X6 1.5X4(R) 3X8 3"10 1"8 11'0"12 16'8"4 1"8 2'5"4(TYP)2'6"2'6"2'6"12 8"4 2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 28' 11'2"4 11'2"4 28' 16'9"12 1'6"710# 27'9" 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w5 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading This truss spaced @ 19.2" oc supports additionalconcentrated loads. At left end: 10.00' stud wall (10.00 PSF) supporting 8-0-0 roof spans W/2-0-0 overhang. Atright end: 10.00' stud wall (10.00 PSF) supporting 8-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.087K 999 480 VERT(TL): 0.183K 999 240 HORZ(LL): 0.014P - - HORZ(TL): 0.027P - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.460 Max BC CSI: 0.322 Max Web CSI: 0.478 Mfg Specified Camber: Job Number: T92087F Truss Label:T14 Ply: 1 Qty:6 Wgt: 157.5 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL X 1099 /-/-/-/-/- U 1553 /-/-/-/-/- Z 1332 /-/-/-/-/- X Brg Width = 5.5 Min Req =1.5 U Brg Width = 3.5 Min Req =1.5 Z Brg Width = 5.5 Min Req =1.5 Bearings X, U, & Z Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 275 -744 C - D 275 -744 D - E 1044 0 E - F 1451 0 F - G 1451 0 G - H 0-1087 Chords Tens.Comp. H - I 0 -1087 I - J 0 -1087 J - K 0 -1746 K - L 0 -1746 L - M 0 -817 M - N 0 -68 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. X - W 656 -83 W - V 407 -621 V - U 0-1089 U - T 148 -253 Chords Tens.Comp. T - S 148 -253 S - R 1600 0 R - Q 1461 0 Q - P 781 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. X - A 0 -712 X - B 142 -661 Y - X 0 -87 B - W 111 -230 C - W 0 -187 Webs Tens.Comp. G - S 1117 0 H - S 0 -198 S - J 0 -630 J - R 211 0 K - R 0 -196 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w5 8'1"2 A B C D E F G H I J K L M NO PQRSTUVWX Y Z 1.5X4(R) 3X6 1.5X4 3X6 3X6 4X6 3X4(R)2X3 3X10 4X6 W=3X10 1.5X4 3X8 W=3X10 1.5X4 4X6 4X6 1.5X4(R) 3X8 3"10 1"8 11'0"12 16'8"4 1"8 2'5"4(TYP)2'6"2'6"2'6"12 8"4 2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 28' 11'2"4 11'2"4 28' 16'9"12 1'6"710# 27'9" 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.165E 999 480 VERT(TL): 0.302E 724 240 HORZ(LL): 0.031J - - HORZ(TL): 0.056J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.243 Max BC CSI: 0.509 Max Web CSI: 0.593 Mfg Specified Camber: Job Number: T92087F Truss Label:T1 Ply: 1 Qty:2 Wgt: 114.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1495 /-/-/-/-/- J 821 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings N & J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-2270 C - D 0-2270 D - E 0-2663 Chords Tens.Comp. E - F 0 -2663 F - G 0 -1467 G - H 0 -1467 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 1463 0 M - L 2652 0 Chords Tens.Comp. L - K 2243 0 K - J 259 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - A 0 -713 N - B 0-1553 O - N 0 -87 B - M 927 0 C - M 0 -189 M - D 0 -440 D - L 55 0 E - L 0 -198 Webs Tens.Comp. L - F 479 0 F - K 0 -886 G - K 0 -220 K - H 1388 0 H - J 0 -664 H - J 0 -166 J - I 0 -26 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w4 8'1"2 A B C D E F G H I JKLMN O1.5X4(R) 3X8 4X6 1.5X4 3X8 1.5X4 3X6 1.5X4 4X8 4X14 3X10 1.5X4(R)3"10 1"8 18'4"8 2'5"4 (TYP) 2'6"2'6"2'6"2'6"2'6" 18'6"1'6"710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.165E 999 480 VERT(TL): 0.302E 724 240 HORZ(LL): 0.031J - - HORZ(TL): 0.056J - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.243 Max BC CSI: 0.509 Max Web CSI: 0.593 Mfg Specified Camber: Job Number: T92087F Truss Label:T1 Ply: 1 Qty:2 Wgt: 114.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL N 1495 /-/-/-/-/- J 821 /-/-/-/-/- N Brg Width = 5.5 Min Req =1.5 J Brg Width = 3.5 Min Req =1.5 Bearings N & J Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-2270 C - D 0-2270 D - E 0-2663 Chords Tens.Comp. E - F 0 -2663 F - G 0 -1467 G - H 0 -1467 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 1463 0 M - L 2652 0 Chords Tens.Comp. L - K 2243 0 K - J 259 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. N - A 0 -713 N - B 0-1553 O - N 0 -87 B - M 927 0 C - M 0 -189 M - D 0 -440 D - L 55 0 E - L 0 -198 Webs Tens.Comp. L - F 479 0 F - K 0 -886 G - K 0 -220 K - H 1388 0 H - J 0 -664 H - J 0 -166 J - I 0 -26 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w4 8'1"2 A B C D E F G H I JKLMN O1.5X4(R) 3X8 4X6 1.5X4 3X8 1.5X4 3X6 1.5X4 4X8 4X14 3X10 1.5X4(R)3"10 1"8 18'4"8 2'5"4 (TYP) 2'6"2'6"2'6"2'6"2'6" 18'6"1'6"710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w2, w4 4x2 SPF Stud::Lt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.12" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at right end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.125D 999 480 VERT(TL): 0.302N 664 240 HORZ(LL): 0.052J - - HORZ(TL): 0.096A - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.386 Max BC CSI: 0.429 Max Web CSI: 0.603 Mfg Specified Camber: Job Number: T92087F Truss Label:T16 Ply: 1 Qty:2 Wgt: 94.5 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 745 /-/-/-/-/- P 1431 /-/-/-/-/- O Brg Width = 1.4 Min Req =1.5 P Brg Width = 5.5 Min Req =1.5 Bearing O is a rigid surface. Bearing P Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0-1235 B - C 0-1235 C - D 0-2282 D - E 0-2282 Chords Tens.Comp. E - F 0 -1763 F - G 0 -1763 G - H 0 -68 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 0 0 M - L 1929 0 Chords Tens.Comp. L - K 2204 0 K - J 883 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -479 A - M 1409 0 B - M 0 -254 M - C 0 -792 C - L 403 0 D - L 0 -201 L - E 95 0 Webs Tens.Comp. E - K 0 -509 F - K 0 -202 K - G 1014 0 G - J 0 -1053 H - J 0 -670 I - J 0 -82 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w2 w2 w2 w2 w4 8'10"6 8'1"2 A B C D E F G H I JKLMN O P 4X6 1.5X4 3X10 3X4 1.5X4 3X6 3X4 1.5X4 3X8 3X6 3X4 1.5X4(R) 3X8 3"10 16'8"2 1"8 2'6"2'6"2'6"2'6"2'6"2'6"1'3"10 3" 16'9"10 16'7"12 16'7"12 1"14 16'9"10 16'9"10 9"4 8"12 1'6"16'6"10 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w2, w4 4x2 SPF Stud::Lt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.12" DL: 0.21". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at right end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.125D 999 480 VERT(TL): 0.302N 664 240 HORZ(LL): 0.052J - - HORZ(TL): 0.096A - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.386 Max BC CSI: 0.429 Max Web CSI: 0.603 Mfg Specified Camber: Job Number: T92087F Truss Label:T16 Ply: 1 Qty:2 Wgt: 94.5 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 745 /-/-/-/-/- P 1431 /-/-/-/-/- O Brg Width = 1.4 Min Req =1.5 P Brg Width = 5.5 Min Req =1.5 Bearing O is a rigid surface. Bearing P Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0-1235 B - C 0-1235 C - D 0-2282 D - E 0-2282 Chords Tens.Comp. E - F 0 -1763 F - G 0 -1763 G - H 0 -68 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. N - M 0 0 M - L 1929 0 Chords Tens.Comp. L - K 2204 0 K - J 883 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -479 A - M 1409 0 B - M 0 -254 M - C 0 -792 C - L 403 0 D - L 0 -201 L - E 95 0 Webs Tens.Comp. E - K 0 -509 F - K 0 -202 K - G 1014 0 G - J 0 -1053 H - J 0 -670 I - J 0 -82 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w2 w2 w2 w2 w4 8'10"6 8'1"2 A B C D E F G H I JKLMN O P 4X6 1.5X4 3X10 3X4 1.5X4 3X6 3X4 1.5X4 3X8 3X6 3X4 1.5X4(R) 3X8 3"10 16'8"2 1"8 2'6"2'6"2'6"2'6"2'6"2'6"1'3"10 3" 16'9"10 16'7"12 16'7"12 1"14 16'9"10 16'9"10 9"4 8"12 1'6"16'6"10 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud: Plating Notes All plates are 3X6 except as noted. Loading This truss spaced @ 19.2" oc supports additionalconcentrated loads. At left end: 10.00' stud wall (10.00 PSF) supporting 8-0-0 roof spans W/2-0-0 overhang. Atright end: 10.00' stud wall (10.00 PSF) supporting 8-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5.Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.27". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.189O 999 480 VERT(TL): 0.424N 612 240 HORZ(LL): 0.028U - - HORZ(TL): 0.050U - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.779 Max BC CSI: 0.523 Max Web CSI: 0.779 Mfg Specified Camber: Job Number: T92087F Truss Label:T17 Ply: 1 Qty:3 Wgt: 216.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF1376 /-/-/-/-/- AA2187 /-/-/-/-/- AH1508 /-/-/-/-/- AFBrg Width = 5.5 Min Req =1.5 AABrg Width = 3.5 Min Req =1.5 AHBrg Width = 5.5 Min Req =1.5 Bearings AF, AA, & AH Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-1809 C - D 0-1809 D - E 469-1768 E - F 469-1768 F - G 1396 -135 G - H 1396 -135 H - I 2961 0 I - J 2961 0 Chords Tens.Comp. J - K 2961 0 K - L 522 -1058 L - M 522 -1058 M - N 0 -2616 N - O 0 -2616 O - P 0 -2581 P - Q 0 -2581 Q - R 0 -969 R - S 0 -67 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 1219 0 AE-AD 1974 -188 AD-AC 1132 -893 AC-AB 1132 -893 AB-AA 0-2586 AA- Z 0-1075 Chords Tens.Comp. Z - Y 0 -1075 Y - X 2019 -145 X - W 2782 0 W - V 1950 0 V - U 915 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF- A 0 -713 Webs Tens.Comp. K - Y 1701 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 8'1"2 A B C D E F G HI JK L M N O P Q R ST UVWXYZAAABACADAEAF AG AH 1.5X4(R) 3X8 3X4 1.5X4 3X4 1.5X4 3X8W=3X10 1.5X4 4X10 4X82X3 4X14 W=SS03124X8 W=3X10 1.5X4 4X10 1.5X4 3X4 1.5X4 4X6 4X6 3X4 1.5X4(R) 4X8 3"10 1"8 18'2"12 21'6"4 1"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6" 5" 2'6"2'6"2'6"2'6"2'6"2'6"2'6"12 1'1"12 3" 40' 18'4"4 18'4"4 40' 21'7"12 1'6" 710# 39'9" 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud: Plating Notes All plates are 3X6 except as noted. Loading This truss spaced @ 19.2" oc supports additionalconcentrated loads. At left end: 10.00' stud wall (10.00 PSF) supporting 8-0-0 roof spans W/2-0-0 overhang. Atright end: 10.00' stud wall (10.00 PSF) supporting 8-0-0roof spans with 2-0-0 overhang. Roof load: 35.00 psf LLand 20.00 psf DL. Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5.Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.27". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.189O 999 480 VERT(TL): 0.424N 612 240 HORZ(LL): 0.028U - - HORZ(TL): 0.050U - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.779 Max BC CSI: 0.523 Max Web CSI: 0.779 Mfg Specified Camber: Job Number: T92087F Truss Label:T17 Ply: 1 Qty:3 Wgt: 216.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF1376 /-/-/-/-/- AA2187 /-/-/-/-/- AH1508 /-/-/-/-/- AFBrg Width = 5.5 Min Req =1.5 AABrg Width = 3.5 Min Req =1.5 AHBrg Width = 5.5 Min Req =1.5 Bearings AF, AA, & AH Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-1809 C - D 0-1809 D - E 469-1768 E - F 469-1768 F - G 1396 -135 G - H 1396 -135 H - I 2961 0 I - J 2961 0 Chords Tens.Comp. J - K 2961 0 K - L 522 -1058 L - M 522 -1058 M - N 0 -2616 N - O 0 -2616 O - P 0 -2581 P - Q 0 -2581 Q - R 0 -969 R - S 0 -67 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 1219 0 AE-AD 1974 -188 AD-AC 1132 -893 AC-AB 1132 -893 AB-AA 0-2586 AA- Z 0-1075 Chords Tens.Comp. Z - Y 0 -1075 Y - X 2019 -145 X - W 2782 0 W - V 1950 0 V - U 915 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF- A 0 -713 Webs Tens.Comp. K - Y 1701 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 8'1"2 A B C D E F G HI JK L M N O P Q R ST UVWXYZAAABACADAEAF AG AH 1.5X4(R) 3X8 3X4 1.5X4 3X4 1.5X4 3X8W=3X10 1.5X4 4X10 4X82X3 4X14 W=SS03124X8 W=3X10 1.5X4 4X10 1.5X4 3X4 1.5X4 4X6 4X6 3X4 1.5X4(R) 4X8 3"10 1"8 18'2"12 21'6"4 1"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6" 5" 2'6"2'6"2'6"2'6"2'6"2'6"2'6"12 1'1"12 3" 40' 18'4"4 18'4"4 40' 21'7"12 1'6" 710# 39'9" 710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004B 999 480 VERT(TL): 0.008B 999 240 HORZ(LL): 0.002H - - HORZ(TL): 0.003H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.257 Max BC CSI: 0.235 Max Web CSI: 0.102 Mfg Specified Camber: Job Number: T92087F Truss Label:T9 Ply: 1 Qty:1 Wgt: 72.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 888 /-/-/-/-/- M*75 /-/-/-/-/- K Brg Width = 5.5 Min Req =1.5 M Brg Width = 137 Min Req =- Bearings K & K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 70 0 C - D 70 0 Chords Tens.Comp. D - E 13 0 E - F 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 226 0 J - I 148 0 Chords Tens.Comp. I - H 3 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - A 0 -712 K - B 0 -186 L - K 0 -87 B - J 0 -330 C - J 0 -192 J - D 0 -245 Webs Tens.Comp. D - I 0 -184 I - E 0 -172 E - H 0 -8 F - H 0 -36 H - G 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w4 8'1"2 A B C D E F G HIJ K L M 1X3(R) 3X6 1.5X4 2X3 3X6 1X3(R)3"10 1"8 11'10"8 2'5"4 (TYP) 2'6"2'6"2'6"12 1'3" 4"8 12'1'6"710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004B 999 480 VERT(TL): 0.008B 999 240 HORZ(LL): 0.002H - - HORZ(TL): 0.003H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.257 Max BC CSI: 0.235 Max Web CSI: 0.102 Mfg Specified Camber: Job Number: T92087F Truss Label:T9 Ply: 1 Qty:1 Wgt: 72.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 888 /-/-/-/-/- M*75 /-/-/-/-/- K Brg Width = 5.5 Min Req =1.5 M Brg Width = 137 Min Req =- Bearings K & K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 70 0 C - D 70 0 Chords Tens.Comp. D - E 13 0 E - F 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 226 0 J - I 148 0 Chords Tens.Comp. I - H 3 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. K - A 0 -712 K - B 0 -186 L - K 0 -87 B - J 0 -330 C - J 0 -192 J - D 0 -245 Webs Tens.Comp. D - I 0 -184 I - E 0 -172 E - H 0 -8 F - H 0 -36 H - G 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w4 8'1"2 A B C D E F G HIJ K L M 1X3(R) 3X6 1.5X4 2X3 3X6 1X3(R)3"10 1"8 11'10"8 2'5"4 (TYP) 2'6"2'6"2'6"12 1'3" 4"8 12'1'6"710# Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.35". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.417G 665 480 VERT(TL): 0.742G 373 240 HORZ(LL): 0.065B - - HORZ(TL): 0.115B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.714 Max BC CSI: 0.790 Max Web CSI: 0.929 Mfg Specified Camber: Job Number: T92087F Truss Label:T13 Ply: 1 Qty:2 Wgt: 124.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1712 /-/-/-/-/- T 1024 /-/-/-/-/- R Brg Width = 5.5 Min Req =1.5 T Brg Width = 1.4 Min Req =1.5 Bearing T is a rigid surface. Bearing R Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -73 B - C 0-3107 C - D 0-3107 D - E 0-4287 E - F 0-4287 Chords Tens.Comp. F - G 0 -4287 G - H 0 -3873 H - I 0 -3873 I - J 0 -1924 J - K 0 -1924 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 1905 0 Q - P 3882 0 P - O 4261 0 Chords Tens.Comp. O - N 4261 0 N - M 3046 0 M - L 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - A 0 -713 R - B 0-2044 S - R 0 -87 B - Q 1375 0 C - Q 0 -189 Q - D 0 -888 D - P 466 0 E - P 0 -198 P - G 64 0 Webs Tens.Comp. G - N 0 -443 H - N 0 -207 N - I 944 0 I - M 0 -1281 J - M 0 -348 M - K 2174 0 K - T 0 -494 T - K 0 -525 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w2 w2 8'1"2 8'10"6 A B C D E F G H I J K LMNOPQR S T 1.5X4(R) 4X10 3X4 4X8 4X8 3X4 3X6W=SS0312 W=3X103X4 3X8 3X6 4X14 4X8 3"10 1"8 23'0"10 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'8"8 1"14 23'2"2 23'0"4 23'0"4 1"141'6"9"4 8"12 710# 22'10"12 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.41" DL: 0.35". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.417G 665 480 VERT(TL): 0.742G 373 240 HORZ(LL): 0.065B - - HORZ(TL): 0.115B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.714 Max BC CSI: 0.790 Max Web CSI: 0.929 Mfg Specified Camber: Job Number: T92087F Truss Label:T13 Ply: 1 Qty:2 Wgt: 124.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL R 1712 /-/-/-/-/- T 1024 /-/-/-/-/- R Brg Width = 5.5 Min Req =1.5 T Brg Width = 1.4 Min Req =1.5 Bearing T is a rigid surface. Bearing R Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -73 B - C 0-3107 C - D 0-3107 D - E 0-4287 E - F 0-4287 Chords Tens.Comp. F - G 0 -4287 G - H 0 -3873 H - I 0 -3873 I - J 0 -1924 J - K 0 -1924 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 1905 0 Q - P 3882 0 P - O 4261 0 Chords Tens.Comp. O - N 4261 0 N - M 3046 0 M - L 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. R - A 0 -713 R - B 0-2044 S - R 0 -87 B - Q 1375 0 C - Q 0 -189 Q - D 0 -888 D - P 466 0 E - P 0 -198 P - G 64 0 Webs Tens.Comp. G - N 0 -443 H - N 0 -207 N - I 944 0 I - M 0 -1281 J - M 0 -348 M - K 2174 0 K - T 0 -494 T - K 0 -525 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w2 w2 8'1"2 8'10"6 A B C D E F G H I J K LMNOPQR S T 1.5X4(R) 4X10 3X4 4X8 4X8 3X4 3X6W=SS0312 W=3X103X4 3X8 3X6 4X14 4X8 3"10 1"8 23'0"10 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'8"8 1"14 23'2"2 23'0"4 23'0"4 1"141'6"9"4 8"12 710# 22'10"12 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2, w4 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.149D 999 480 VERT(TL): 0.273D 770 240 HORZ(LL): 0.028L - - HORZ(TL): 0.050L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.368 Max BC CSI: 0.482 Max Web CSI: 0.574 Mfg Specified Camber: Job Number: T92087F Truss Label:T8 Ply: 1 Qty:7 Wgt: 98.7 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1463 /-/-/-/-/- I 814 /-/-/-/-/- O Brg Width = 5.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearing I is a rigid surface. Bearing O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-2148 C - D 0-2148 D - E 0-2424 Chords Tens.Comp. E - F 0 -2424 F - H 0 -1119 G - H 0 0 H - I 0 -1119 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 1398 0 N - M 2471 0 Chords Tens.Comp. M - L 1949 0 L - K 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -713 O - B 0-1482 P - O 0 -87 B - N 862 0 C - N 0 -189 N - D 0 -374 Webs Tens.Comp. D - M 25 -54 E - M 0 -199 M - F 542 0 F - L 0 -947 H - L 0 -250 L - I 1343 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w4 8'1"2 9'4"2ABCDEFGHIJ KLMNO P1.5X4(R) 3X8 3X4 4X6 1.5X4 3X8 3X4 1.5X4 3X6 3X4 3X6 3X10 5X6 3"10 1"8 17'9" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'0"4 6"8 18' 17'4" 17'4" 17'10"8 6"81"8 17'10"81'6"1'3"3" 710# 17'2"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2, w4 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 8-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.149D 999 480 VERT(TL): 0.273D 770 240 HORZ(LL): 0.028L - - HORZ(TL): 0.050L - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.368 Max BC CSI: 0.482 Max Web CSI: 0.574 Mfg Specified Camber: Job Number: T92087F Truss Label:T8 Ply: 1 Qty:7 Wgt: 98.7 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 1463 /-/-/-/-/- I 814 /-/-/-/-/- O Brg Width = 5.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearing I is a rigid surface. Bearing O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -72 B - C 0-2148 C - D 0-2148 D - E 0-2424 Chords Tens.Comp. E - F 0 -2424 F - H 0 -1119 G - H 0 0 H - I 0 -1119 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 1398 0 N - M 2471 0 Chords Tens.Comp. M - L 1949 0 L - K 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -713 O - B 0-1482 P - O 0 -87 B - N 862 0 C - N 0 -189 N - D 0 -374 Webs Tens.Comp. D - M 25 -54 E - M 0 -199 M - F 542 0 F - L 0 -947 H - L 0 -250 L - I 1343 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w4 8'1"2 9'4"2ABCDEFGHIJ KLMNO P1.5X4(R) 3X8 3X4 4X6 1.5X4 3X8 3X4 1.5X4 3X6 3X4 3X6 3X10 5X6 3"10 1"8 17'9" 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'0"4 6"8 18' 17'4" 17'4" 17'10"8 6"81"8 17'10"81'6"1'3"3" 710# 17'2"8 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004B 999 480 VERT(TL): 0.006B 999 240 HORZ(LL):-0.001I - - HORZ(TL):-0.002I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.194 Max BC CSI: 0.202 Max Web CSI: 0.062 Mfg Specified Camber: Job Number: T92087F Truss Label:T7 Ply: 1 Qty:1 Wgt: 60.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*86 /-/-/-/-/- G Brg Width = 115 Min Req =- Bearing I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 2 0 B - C 25 0 Chords Tens.Comp. C - D 25 0 D - E 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 182 0 Chords Tens.Comp. H - G 108 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - I 0 -10 A - I 0 -91 I - B 0 -212 B - H 0 -237 C - H 0 -203 Webs Tens.Comp. H - D 0 -152 D - G 0 -151 E - G 0 -52 G - F 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w4 8'1"2 A B C D E F GHI J1X3(R) 2X3 3X6 3X4 1.5X4 3X4 3X4 2X3 3X6 1X3(R)3"10 9'8" 4"8 2'5"4 (TYP) 2'6"2'6"1'5"12 4"8 1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.004B 999 480 VERT(TL): 0.006B 999 240 HORZ(LL):-0.001I - - HORZ(TL):-0.002I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.194 Max BC CSI: 0.202 Max Web CSI: 0.062 Mfg Specified Camber: Job Number: T92087F Truss Label:T7 Ply: 1 Qty:1 Wgt: 60.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL G*86 /-/-/-/-/- G Brg Width = 115 Min Req =- Bearing I Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 2 0 B - C 25 0 Chords Tens.Comp. C - D 25 0 D - E 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. I - H 182 0 Chords Tens.Comp. H - G 108 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. J - I 0 -10 A - I 0 -91 I - B 0 -212 B - H 0 -237 C - H 0 -203 Webs Tens.Comp. H - D 0 -152 D - G 0 -151 E - G 0 -52 G - F 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w4 8'1"2 A B C D E F GHI J1X3(R) 2X3 3X6 3X4 1.5X4 3X4 3X4 2X3 3X6 1X3(R)3"10 9'8" 4"8 2'5"4 (TYP) 2'6"2'6"1'5"12 4"8 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040C 999 480 VERT(TL): 0.063C 999 240 HORZ(LL): 0.010H - - HORZ(TL): 0.015H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.189 Max BC CSI: 0.262 Max Web CSI: 0.223 Mfg Specified Camber: Job Number: T92087F Truss Label:T5 Ply: 1 Qty:4 Wgt: 72.4 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 523 /-/-/-/-/- M 497 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 M Brg Width = 5.5 Min Req =1.5 Bearings K & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -4 B - C 0-1084 C - D 0-1084 Chords Tens.Comp. D - E 0 -525 E - F 0 -3 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 749 0 J - I 989 0 Chords Tens.Comp. I - H 499 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 0 -9 K - A 0 -91 K - B 0 -849 B - J 382 0 C - J 0 -191 J - D 113 0 Webs Tens.Comp. D - I 0 -536 I - E 294 0 E - H 0 -682 F - H 0 -26 G - H 0 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 8'1"2 A B C D E F G HIJK L M 1X3(R) 3X8 2X3 3X4 1.5X4 3X4 3X4 3X4 3X4 2X3 1X3(R) 4X6 3"10 11'8"8 1"8 4"8 2'5"4 (TYP) 2'6"2'6"2'6"12 1'1" 3" 11'10"1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.040C 999 480 VERT(TL): 0.063C 999 240 HORZ(LL): 0.010H - - HORZ(TL): 0.015H - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.189 Max BC CSI: 0.262 Max Web CSI: 0.223 Mfg Specified Camber: Job Number: T92087F Truss Label:T5 Ply: 1 Qty:4 Wgt: 72.4 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 523 /-/-/-/-/- M 497 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 M Brg Width = 5.5 Min Req =1.5 Bearings K & M Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -4 B - C 0-1084 C - D 0-1084 Chords Tens.Comp. D - E 0 -525 E - F 0 -3 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 749 0 J - I 989 0 Chords Tens.Comp. I - H 499 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 0 -9 K - A 0 -91 K - B 0 -849 B - J 382 0 C - J 0 -191 J - D 113 0 Webs Tens.Comp. D - I 0 -536 I - E 294 0 E - H 0 -682 F - H 0 -26 G - H 0 -3 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 8'1"2 A B C D E F G HIJK L M 1X3(R) 3X8 2X3 3X4 1.5X4 3X4 3X4 3X4 3X4 2X3 1X3(R) 4X6 3"10 11'8"8 1"8 4"8 2'5"4 (TYP) 2'6"2'6"2'6"12 1'1" 3" 11'10"1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000V 999 480 VERT(TL): 0.000V 999 240 HORZ(LL): 0.000Z - - HORZ(TL): 0.000Z - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.039 Max BC CSI: 0.009 Max Web CSI: 0.029 Mfg Specified Camber: Job Number: T92087F Truss Label:T12 Ply: 1 Qty:1 Wgt: 144.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AW8 /-/-/-/-/- AV*89 /-/-/-/-/- AWBrg Width = 5.5 Min Req =1.5 AVBrg Width = 327 Min Req =- Bearings AW & AV Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 D - E 0 -1 E - F 0 -1 F - G 0 -1 G - H 0 -1 H - I 0 -1 I - J 0 -1 J - K 0 -1K - L 0 -1 L - M 0 -1 Chords Tens.Comp. M - N 0 -1 N - O 0 -1 O - P 0 -1 P - Q 0 -1 Q - R 0 -1 R - S 0 -1 S - T 0 -1 T - U 0 -1 U - V 0 -1 V - W 0 -1W - X 0 -1 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AW-AV 1 0 AV-AU 1 0 AU-AT 1 0 AT-AS 1 0 AS-AR 1 0 AR-AQ 1 0 AQ-AP 1 0 AP-AO 1 0 AO-AN 1 0 AN-AM 1 0 Chords Tens.Comp. AK-AJ 1 0 AJ-AI 1 0 AI-AH 1 0 AH-AG 1 0 AG-AF 1 0 AF-AE 1 0 AE-AD 1 0 AD-AC 1 0 AC-AB 1 0 AB-AA 1 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 8'1"2 AB C D E F G H I J K L M NO P Q R S T U V WXY ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAW AX 1.5X4(R) 3X4 2X3 W=3X10 W=3X10 2X31.5X4(R) 3X4 3"10 1"8 27'9"1"8 6"8 1'4" (TYP) 28'1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:16(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.000V 999 480 VERT(TL): 0.000V 999 240 HORZ(LL): 0.000Z - - HORZ(TL): 0.000Z - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.039 Max BC CSI: 0.009 Max Web CSI: 0.029 Mfg Specified Camber: Job Number: T92087F Truss Label:T12 Ply: 1 Qty:1 Wgt: 144.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AW8 /-/-/-/-/- AV*89 /-/-/-/-/- AWBrg Width = 5.5 Min Req =1.5 AVBrg Width = 327 Min Req =- Bearings AW & AV Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -1 B - C 0 -1 C - D 0 -1 D - E 0 -1 E - F 0 -1 F - G 0 -1 G - H 0 -1 H - I 0 -1 I - J 0 -1 J - K 0 -1K - L 0 -1 L - M 0 -1 Chords Tens.Comp. M - N 0 -1 N - O 0 -1 O - P 0 -1 P - Q 0 -1 Q - R 0 -1 R - S 0 -1 S - T 0 -1 T - U 0 -1 U - V 0 -1 V - W 0 -1W - X 0 -1 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AW-AV 1 0 AV-AU 1 0 AU-AT 1 0 AT-AS 1 0 AS-AR 1 0 AR-AQ 1 0 AQ-AP 1 0 AP-AO 1 0 AO-AN 1 0 AN-AM 1 0 Chords Tens.Comp. AK-AJ 1 0 AJ-AI 1 0 AI-AH 1 0 AH-AG 1 0 AG-AF 1 0 AF-AE 1 0 AE-AD 1 0 AD-AC 1 0 AC-AB 1 0 AB-AA 1 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org 8'1"2 AB C D E F G H I J K L M NO P Q R S T U V WXY ZAAABACADAEAFAGAHAIAJAKALAMANAOAPAQARASATAUAVAW AX 1.5X4(R) 3X4 2X3 W=3X10 W=3X10 2X31.5X4(R) 3X4 3"10 1"8 27'9"1"8 6"8 1'4" (TYP) 28'1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud::Rt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194E 999 480 VERT(TL): 0.302E 728 240 HORZ(LL): 0.034K - - HORZ(TL): 0.054K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.256 Max BC CSI: 0.458 Max Web CSI: 0.528 Mfg Specified Camber: Job Number: T92087F Truss Label:T2 Ply: 1 Qty:3 Wgt: 107.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 797 /-/-/-/-/- Q 818 /-/-/-/-/- O Brg Width = 5.5 Min Req =1.5 Q Brg Width = 3.0 Min Req =3.0 Bearing Q is a rigid surface. Bearing O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 0-2250 C - D 0-2250 D - E 0-2683 Chords Tens.Comp. E - F 0 -2683 F - G 0 -1525 G - H 0 -1525 H - I 0 -162 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 1421 0 N - M 2651 0 M - L 2285 0 Chords Tens.Comp. L - K 323 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -79 O - B 0-1573 P - O 0 -10 B - N 945 0 C - N 0 -189 N - D 0 -459D - M 61 0 E - M 0 -198 Webs Tens.Comp. M - F 455 0 F - L 0 -867 G - L 0 -209 L - H 1371 0 H - K 0 -1023 K - I 1033 0Q - I 0 -234 I - Q 0 -593 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w4 8'1"2 8'11"14 A B C D E F G H I JKLMNO P Q1.5X4(R) 3X8 2X3 4X6 1.5X4 3X8 3X4 1.5X4 3X6 3X4 1.5X4 3X10 4X6 3X6(R) 5X6(R) 3"10 1"8 18'4"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"5"4 3" 18'6" 18'2"8 18'2"8 3"81'6"10"12 7"4 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud::Rt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.194E 999 480 VERT(TL): 0.302E 728 240 HORZ(LL): 0.034K - - HORZ(TL): 0.054K - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.256 Max BC CSI: 0.458 Max Web CSI: 0.528 Mfg Specified Camber: Job Number: T92087F Truss Label:T2 Ply: 1 Qty:3 Wgt: 107.8 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL O 797 /-/-/-/-/- Q 818 /-/-/-/-/- O Brg Width = 5.5 Min Req =1.5 Q Brg Width = 3.0 Min Req =3.0 Bearing Q is a rigid surface. Bearing O Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 0-2250 C - D 0-2250 D - E 0-2683 Chords Tens.Comp. E - F 0 -2683 F - G 0 -1525 G - H 0 -1525 H - I 0 -162 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 1421 0 N - M 2651 0 M - L 2285 0 Chords Tens.Comp. L - K 323 0 K - J 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. O - A 0 -79 O - B 0-1573 P - O 0 -10 B - N 945 0 C - N 0 -189 N - D 0 -459D - M 61 0 E - M 0 -198 Webs Tens.Comp. M - F 455 0 F - L 0 -867 G - L 0 -209 L - H 1371 0 H - K 0 -1023 K - I 1033 0Q - I 0 -234 I - Q 0 -593 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w4 8'1"2 8'11"14 A B C D E F G H I JKLMNO P Q1.5X4(R) 3X8 2X3 4X6 1.5X4 3X8 3X4 1.5X4 3X6 3X4 1.5X4 3X10 4X6 3X6(R) 5X6(R) 3"10 1"8 18'4"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"5"4 3" 18'6" 18'2"8 18'2"8 3"81'6"10"12 7"4 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w2, w4, w5 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.15" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.149E 999 480 VERT(TL): 0.338R 599 240 HORZ(LL):-0.023I - - HORZ(TL):-0.036I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.348 Max BC CSI: 0.391 Max Web CSI: 0.548 Mfg Specified Camber: Job Number: T92087F Truss Label:T15 Ply: 1 Qty:2 Wgt: 97.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 791 /-/-/-/-/- I 780 /-/-/-/-/- A Brg Width = 7.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearings A & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0-1257 B - C 0 0 B - D 0-1256 D - E 0-2280 E - F 0-2280 Chords Tens.Comp. F - G 0 -1729 G - H 0 -1732 H - I 0 -438 I - J 0 0 J - L 0 -5 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 0 0 Q - P 1943 0 P - O 2187 0 Chords Tens.Comp. O - N 890 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 1424 0 B - Q 0 -250 Q - D 0 -784 D - P 384 0 E - P 0 -200 P - F 106 0 Webs Tens.Comp. F - O 0 -523 G - O 0 -153 O - H 948 0 H - N 0 -894 N - I 901 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w4 w4 w5 w5 9'4"2ABCDEFGHIJL MNOPQR 5X6 3X6 3X10 3X4 1.5X4 3X4 3X4 1.5X4 3X8 5X6 4X6(R) 6X6 17'9" 8"2'6"2'6"2'6"2'6"2'6"2'6"1'6"8 6"8 18' 8" 8" 17'2"8 16'6"8 17'9" 6"81"81'3"3"1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w2, w4, w5 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.15" DL: 0.24". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.149E 999 480 VERT(TL): 0.338R 599 240 HORZ(LL):-0.023I - - HORZ(TL):-0.036I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.348 Max BC CSI: 0.391 Max Web CSI: 0.548 Mfg Specified Camber: Job Number: T92087F Truss Label:T15 Ply: 1 Qty:2 Wgt: 97.6 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 791 /-/-/-/-/- I 780 /-/-/-/-/- A Brg Width = 7.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearings A & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0-1257 B - C 0 0 B - D 0-1256 D - E 0-2280 E - F 0-2280 Chords Tens.Comp. F - G 0 -1729 G - H 0 -1732 H - I 0 -438 I - J 0 0 J - L 0 -5 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. R - Q 0 0 Q - P 1943 0 P - O 2187 0 Chords Tens.Comp. O - N 890 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. A - Q 1424 0 B - Q 0 -250 Q - D 0 -784 D - P 384 0 E - P 0 -200 P - F 106 0 Webs Tens.Comp. F - O 0 -523 G - O 0 -153 O - H 948 0 H - N 0 -894 N - I 901 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w2 w4 w4 w5 w5 9'4"2ABCDEFGHIJL MNOPQR 5X6 3X6 3X10 3X4 1.5X4 3X4 3X4 1.5X4 3X8 5X6 4X6(R) 6X6 17'9" 8"2'6"2'6"2'6"2'6"2'6"2'6"1'6"8 6"8 18' 8" 8" 17'2"8 16'6"8 17'9" 6"81"81'3"3"1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002B 999 480 VERT(TL): 0.004B 999 240 HORZ(LL):-0.001F - - HORZ(TL):-0.001F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.176 Max BC CSI: 0.165 Max Web CSI: 0.046 Mfg Specified Camber: Job Number: T92087F Truss Label:T10 Ply: 1 Qty:1 Wgt: 37.1 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*84 /-/-/-/-/- E Brg Width = 58.2 Min Req =- Bearing F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 2 0 Chords Tens.Comp. B - C 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. F - E 148 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 0 -10 A - F 0 -93 F - B 0 -172 Webs Tens.Comp. B - E 0 -194 C - E 0 -54 E - D 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 8'1"2 A B C D EF G1X3(R) 2X3 3X6 3X4 2X3 3X6 1X3(R)3"10 4'10"4 4"8 2'5"4 1'8"4"8 1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.002B 999 480 VERT(TL): 0.004B 999 240 HORZ(LL):-0.001F - - HORZ(TL):-0.001F - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.176 Max BC CSI: 0.165 Max Web CSI: 0.046 Mfg Specified Camber: Job Number: T92087F Truss Label:T10 Ply: 1 Qty:1 Wgt: 37.1 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL E*84 /-/-/-/-/- E Brg Width = 58.2 Min Req =- Bearing F Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 2 0 Chords Tens.Comp. B - C 2 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. F - E 148 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. G - F 0 -10 A - F 0 -93 F - B 0 -172 Webs Tens.Comp. B - E 0 -194 C - E 0 -54 E - D 0 -9 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w4 8'1"2 A B C D EF G1X3(R) 2X3 3X6 3X4 2X3 3X6 1X3(R)3"10 4'10"4 4"8 2'5"4 1'8"4"8 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.25". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282E 985 480 VERT(TL): 0.514E 539 240 HORZ(LL): 0.046B - - HORZ(TL): 0.083B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.768 Max BC CSI: 0.508 Max Web CSI: 0.888 Mfg Specified Camber: Job Number: T92087F Truss Label:T22 Ply: 1 Qty:1 Wgt: 219.4 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF857 /-/-/-/-/- Y 2202 /-/-/-/-/- AH582 /-4 /-/-/-/- AFBrg Width = 5.5 Min Req =1.5 Y Brg Width = 3.5 Min Req =1.5 AHBrg Width = 5.5 Min Req =1.5 Bearings AF, Y, & AH Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 0-2482 C - D 0-2482 D - E 0-3133 E - F 0-3133 F - G 0-2196 G - H 0-2196 H - I 0-2196 I - J 903 0 Chords Tens.Comp. J - K 903 0 K - L 3075 0 L - M 1204 -923 M - N 1204 -923 N - O 1204 -923 O - P 391 -1621 P - Q 391 -1621 Q - R 21 -729 R - S 0 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 1544 0 AE-AD 2993 0 AD-AC 2848 0 AC-AB 2848 0 AB-AA 1107 -319 AA- Z 0-2957 Chords Tens.Comp. Z - Y 0 -2957 Y - X 0 -1797 X - W 1456 -762 W - V 1356 -165 V - U 694 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF- A 0 -79 Webs Tens.Comp. K - Y 0 -326 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w4 8'1"2 A B C D E F GH I J K L M NO P Q R ST UVWXYZAAABACADAEAF AG AH 1.5X4(R) 3X8 2X3 4X6 1.5X4 3X8 1.5X4 W=SS0312 1.5X4 3X10 W=3X10 4X6 1.5X4 4X14W=3X10 4X14 3X10 3X10 1.5X4 3X10 W=3X10 1.5X4 3X6 2X3 1.5X4(R) 3X6 3"10 1"8 23'0"12 16'8"4 1"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'8"4 2'9"2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 40' 23'0"12 23'0"12 40' 16'11"4 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w4 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Deflection Max JT VERT DEFL: LL: 0.28" DL: 0.25". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.282E 985 480 VERT(TL): 0.514E 539 240 HORZ(LL): 0.046B - - HORZ(TL): 0.083B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.768 Max BC CSI: 0.508 Max Web CSI: 0.888 Mfg Specified Camber: Job Number: T92087F Truss Label:T22 Ply: 1 Qty:1 Wgt: 219.4 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AF857 /-/-/-/-/- Y 2202 /-/-/-/-/- AH582 /-4 /-/-/-/- AFBrg Width = 5.5 Min Req =1.5 Y Brg Width = 3.5 Min Req =1.5 AHBrg Width = 5.5 Min Req =1.5 Bearings AF, Y, & AH Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 0-2482 C - D 0-2482 D - E 0-3133 E - F 0-3133 F - G 0-2196 G - H 0-2196 H - I 0-2196 I - J 903 0 Chords Tens.Comp. J - K 903 0 K - L 3075 0 L - M 1204 -923 M - N 1204 -923 N - O 1204 -923 O - P 391 -1621 P - Q 391 -1621 Q - R 21 -729 R - S 0 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AF-AE 1544 0 AE-AD 2993 0 AD-AC 2848 0 AC-AB 2848 0 AB-AA 1107 -319 AA- Z 0-2957 Chords Tens.Comp. Z - Y 0 -2957 Y - X 0 -1797 X - W 1456 -762 W - V 1356 -165 V - U 694 -16 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. AF- A 0 -79 Webs Tens.Comp. K - Y 0 -326 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w3 w4 8'1"2 A B C D E F GH I J K L M NO P Q R ST UVWXYZAAABACADAEAF AG AH 1.5X4(R) 3X8 2X3 4X6 1.5X4 3X8 1.5X4 W=SS0312 1.5X4 3X10 W=3X10 4X6 1.5X4 4X14W=3X10 4X14 3X10 3X10 1.5X4 3X10 W=3X10 1.5X4 3X6 2X3 1.5X4(R) 3X6 3"10 1"8 23'0"12 16'8"4 1"8 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6"2'6"2'8"4 2'9"2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 40' 23'0"12 23'0"12 40' 16'11"4 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w4, w6 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.034F 999 480 VERT(TL):-0.075K 999 240 HORZ(LL):-0.006O - - HORZ(TL):-0.009O - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.176 Max BC CSI: 0.197 Max Web CSI: 0.338 Mfg Specified Camber: Job Number: T92087F Truss Label:T18 Ply: 1 Qty:1 Wgt: 69.3 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 527 /-/-/-/-/- I 516 /-/-/-/-/- A Brg Width = 7.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearings A & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. B - C 0 -446 C - D 0 -446 D - E 0 -936 E - F 0 -930 Chords Tens.Comp. F - G 0 -930 G - H 0 -469 H - I 0 -477 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 569 0 Chords Tens.Comp. M - L 891 0 L - K 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 671 0 C - N 0 -158 N - D 0 -346 D - M 408 0 F - M 0 -176 Webs Tens.Comp. M - G 82 0 G - L 0 -482 L - H 0 -225 L - I 683 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w4 w6 w6 9'4"2 A B C D E F G H I J KLMNO 5X6 3X6 4X6 3X6(R)3X4 1.5X4 3X4 3X4 4X6 3X4 6X6 11'9" 8" 1'2"8 6"2'6"2'6"2'6"12 1'3"4 6"8 12' 8" 8" 11'2"8 10'6"8 11'9" 6"81"8 1"81'3"3"1'6"Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w4, w6 4x2 DF-L Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.034F 999 480 VERT(TL):-0.075K 999 240 HORZ(LL):-0.006O - - HORZ(TL):-0.009O - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.176 Max BC CSI: 0.197 Max Web CSI: 0.338 Mfg Specified Camber: Job Number: T92087F Truss Label:T18 Ply: 1 Qty:1 Wgt: 69.3 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL A 527 /-/-/-/-/- I 516 /-/-/-/-/- A Brg Width = 7.5 Min Req =1.5 I Brg Width = 6.0 Min Req =1.5 Bearings A & I are a rigid surface. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. B - C 0 -446 C - D 0 -446 D - E 0 -936 E - F 0 -930 Chords Tens.Comp. F - G 0 -930 G - H 0 -469 H - I 0 -477 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. O - N 0 0 N - M 569 0 Chords Tens.Comp. M - L 891 0 L - K 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. B - N 671 0 C - N 0 -158 N - D 0 -346 D - M 408 0 F - M 0 -176 Webs Tens.Comp. M - G 82 0 G - L 0 -482 L - H 0 -225 L - I 683 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w4 w6 w6 9'4"2 A B C D E F G H I J KLMNO 5X6 3X6 4X6 3X6(R)3X4 1.5X4 3X4 3X4 4X6 3X4 6X6 11'9" 8" 1'2"8 6"2'6"2'6"2'6"12 1'3"4 6"8 12' 8" 8" 11'2"8 10'6"8 11'9" 6"81"8 1"81'3"3"1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w5, w6 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.097P 999 480 VERT(TL): 0.175O 999 240 HORZ(LL): 0.015U - - HORZ(TL): 0.024U - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.403 Max BC CSI: 0.285 Max Web CSI: 0.425 Mfg Specified Camber: Job Number: T92087F Truss Label:T24 Ply: 1 Qty:1 Wgt: 221.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AG186 /-/-/-/-/- AI*113 /-/-/-/-/- Y 1509 /-/-/-/-/- AJ607 /-/-/-/-/- AGBrg Width = 5.5 Min Req =1.5 AI Brg Width = 138 Min Req =- Y Brg Width = 3.5 Min Req =1.5 AJBrg Width = 5.5 Min Req =1.5 Bearings AG, AI, Y, & AJ Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 116 0 C - D 157 0 D - E 157 0 E - F 421 -16 F - G 421 -16G - H 211 -562 H - I 211 -562 I - J 870 0 Chords Tens.Comp. J - K 870 0 K - L 1438 0 L - M 1438 0 M - N 0 -1077 N - O 0 -1077 O - P 0 -1709P - Q 0 -1709 Q - R 0 -753 R - S 0 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AG-AF 180 0 AF-AE 0 -111 AE-AD 40 -102 AD-AC 250 -60 AC-AB 250 -60 AB-AA 449 -504 Chords Tens.Comp. AA- Z 0 -890 Z - Y 0 -890 Y - X 149 -247 X - W 1576 0 W - V 1411 0 V - U 716 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w5 w3 w3 w3 w3 w3 w3 w6 8'1"2 A B C D E F G H I J K L M N O P Q R ST UVWXYZAAABACADAEAFAG AH AI AJ 1.5X4(R) 3X6 2X3 2X3 3X6 1.5X4 3X6W=3X10 1.5X4 W=3X10 W=3X10 2X3 3X10 3X6 1.5X4 3X8 1.5X4 2X3 1.5X4(R) 4X6 3"10 1"85"8 11'6"8 11'0"12 16'8"4 1"8 2'5"4(TYP) 2'6"12 10"4 2'6"2'6"2'6"2'6"2'6"12 1'7" 2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 40' 6'4"4 6'4"4 23'2"4 16'10" 40' 16'9"12 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3, w5, w6 4x2 DF-L Stud: Plating Notes All plates are 3X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section 301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Deflection estimate assumes composite action withsingle layer of the appropriate span rated glue-nailedwood sheathing. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.097P 999 480 VERT(TL): 0.175O 999 240 HORZ(LL): 0.015U - - HORZ(TL): 0.024U - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.403 Max BC CSI: 0.285 Max Web CSI: 0.425 Mfg Specified Camber: Job Number: T92087F Truss Label:T24 Ply: 1 Qty:1 Wgt: 221.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs), or *=PLF Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AG186 /-/-/-/-/- AI*113 /-/-/-/-/- Y 1509 /-/-/-/-/- AJ607 /-/-/-/-/- AGBrg Width = 5.5 Min Req =1.5 AI Brg Width = 138 Min Req =- Y Brg Width = 3.5 Min Req =1.5 AJBrg Width = 5.5 Min Req =1.5 Bearings AG, AI, Y, & AJ Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -8 B - C 116 0 C - D 157 0 D - E 157 0 E - F 421 -16 F - G 421 -16G - H 211 -562 H - I 211 -562 I - J 870 0 Chords Tens.Comp. J - K 870 0 K - L 1438 0 L - M 1438 0 M - N 0 -1077 N - O 0 -1077 O - P 0 -1709P - Q 0 -1709 Q - R 0 -753 R - S 0 -4 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AG-AF 180 0 AF-AE 0 -111 AE-AD 40 -102 AD-AC 250 -60 AC-AB 250 -60 AB-AA 449 -504 Chords Tens.Comp. AA- Z 0 -890 Z - Y 0 -890 Y - X 149 -247 X - W 1576 0 W - V 1411 0 V - U 716 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 w3 w3 w3 w3 w5 w3 w3 w3 w3 w3 w3 w6 8'1"2 A B C D E F G H I J K L M N O P Q R ST UVWXYZAAABACADAEAFAG AH AI AJ 1.5X4(R) 3X6 2X3 2X3 3X6 1.5X4 3X6W=3X10 1.5X4 W=3X10 W=3X10 2X3 3X10 3X6 1.5X4 3X8 1.5X4 2X3 1.5X4(R) 4X6 3"10 1"85"8 11'6"8 11'0"12 16'8"4 1"8 2'5"4(TYP) 2'6"12 10"4 2'6"2'6"2'6"2'6"2'6"12 1'7" 2'6"2'6"2'6"2'6"2'6"12 1'3"12 3" 40' 6'4"4 6'4"4 23'2"4 16'10" 40' 16'9"12 1'6" Lumber Top chord 4x2 DF-L 1800f-1.6E :TC2 4x2 DF-L 2400f-2.0E: Bot chord 4x2 DF-L 1800f-1.6E :BC2 4x2 DF-L 2400f-2.0E:Webs 4x2 DF-L Stud :w1, w2, w5 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 40 plf at 0.13 to 40 plf at 23.18 BC: From 4 plf at 0.00 to 4 plf at 23.02 TC: 356 lb Conc. Load at 0.13 BC: 613 lb Conc. Load at 18.42,18.58 Plating Notes All plates are 3X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.27". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 9.6 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: No FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388G 715 480 VERT(TL): 0.647G 428 240 HORZ(LL): 0.057B - - HORZ(TL): 0.096B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.552 Max BC CSI: 0.851 Max Web CSI: 0.756 Mfg Specified Camber: Job Number: T92087F Truss Label:T6 Ply: 1 Qty:1 Wgt: 150.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 1104 /-/-/-/-/- W 1495 /-/-/-/-/- U Brg Width = 5.5 Min Req =1.5 W Brg Width = 1.4 Min Req =1.5 Bearing W is a rigid surface. Bearing U Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -36 B - C 0-2503 C - D 0-2503 D - E 0-3982 E - F 0-3982 F - G 0-3982 Chords Tens.Comp. G - H 0 -5146 H - I 0 -5143 I - J 0 -5001 J - K 0 -3163 K - L 0 -3163 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. U - T 1455 0 T - S 3334 0 S - R 4519 0 R - Q 4519 0 Chords Tens.Comp. Q - P 4993 0 P - O 5001 0 O - N 4946 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - A 0 -358 U - B 0-1581 V - U 0 -44 B - T 1198 0 C - T 0 -95 T - D 0 -951 D - S 741 0 Webs Tens.Comp. H - Q 0 -281 Q - I 164 -179 I - P 304 0 O - J 1117 0 J - N 0 -2288 K - N 0 -217 N - L 3537 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 BC2 w1w2 w2 w2 w2 w5 w5 w5 w5 8'1"2 8'10"6 A B C D E F G H I J K L MNOPQRSTU V W 1.5X4(R) 3X8 2X3 3X8 1.5X4 3X10 1.5X4 W=SS0312 W=3X10 5X8 5X6 3X6(R) 3X8 6X6(R) 7X16 6X12 3"10 1"8 23'0"10 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'9"12 1'6"10 1"14 23'2"2 23'0"4 23'0"4 1"14 18'3" 18'3" 18'9" 6" 20'5"14 1'8"1420'9"13 3"15 23'2"2 2'4"5 1'6"9"4 8"12 1"8 356# 18'5" 613# 2" 613# 22'10"12 4'5"4 Lumber Top chord 4x2 DF-L 1800f-1.6E :TC2 4x2 DF-L 2400f-2.0E: Bot chord 4x2 DF-L 1800f-1.6E :BC2 4x2 DF-L 2400f-2.0E:Webs 4x2 DF-L Stud :w1, w2, w5 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Special Loads ------(Lumber Dur.Fac.=0.90 / Plate Dur.Fac.=0.90) TC: From 40 plf at 0.13 to 40 plf at 23.18 BC: From 4 plf at 0.00 to 4 plf at 23.02 TC: 356 lb Conc. Load at 0.13 BC: 613 lb Conc. Load at 18.42,18.58 Plating Notes All plates are 3X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.38" DL: 0.27". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Maximum panel length exceeds 30". TPI allowsnon-bearing partition walls to be supported at any pointwhen panels are 30" or less. Truss must be installed as shown with top chord up. ++ Anchorage req'd to prevent truss from slipping offbearing. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 9.6 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: No FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.388G 715 480 VERT(TL): 0.647G 428 240 HORZ(LL): 0.057B - - HORZ(TL): 0.096B - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.552 Max BC CSI: 0.851 Max Web CSI: 0.756 Mfg Specified Camber: Job Number: T92087F Truss Label:T6 Ply: 1 Qty:1 Wgt: 150.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL U 1104 /-/-/-/-/- W 1495 /-/-/-/-/- U Brg Width = 5.5 Min Req =1.5 W Brg Width = 1.4 Min Req =1.5 Bearing W is a rigid surface. Bearing U Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -36 B - C 0-2503 C - D 0-2503 D - E 0-3982 E - F 0-3982 F - G 0-3982 Chords Tens.Comp. G - H 0 -5146 H - I 0 -5143 I - J 0 -5001 J - K 0 -3163 K - L 0 -3163 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. U - T 1455 0 T - S 3334 0 S - R 4519 0 R - Q 4519 0 Chords Tens.Comp. Q - P 4993 0 P - O 5001 0 O - N 4946 0 N - M 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. U - A 0 -358 U - B 0-1581 V - U 0 -44 B - T 1198 0 C - T 0 -95 T - D 0 -951 D - S 741 0 Webs Tens.Comp. H - Q 0 -281 Q - I 164 -179 I - P 304 0 O - J 1117 0 J - N 0 -2288 K - N 0 -217 N - L 3537 0 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org TC2 BC2 w1w2 w2 w2 w2 w5 w5 w5 w5 8'1"2 8'10"6 A B C D E F G H I J K L MNOPQRSTU V W 1.5X4(R) 3X8 2X3 3X8 1.5X4 3X10 1.5X4 W=SS0312 W=3X10 5X8 5X6 3X6(R) 3X8 6X6(R) 7X16 6X12 3"10 1"8 23'0"10 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'9"12 1'6"10 1"14 23'2"2 23'0"4 23'0"4 1"14 18'3" 18'3" 18'9" 6" 20'5"14 1'8"1420'9"13 3"15 23'2"2 2'4"5 1'6"9"4 8"12 1"8 356# 18'5" 613# 2" 613# 22'10"12 4'5"4 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2, w4, w5 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.187N 999 480 VERT(TL): 0.406N 631 240 HORZ(LL): 0.027V - - HORZ(TL): 0.047V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.770 Max BC CSI: 0.502 Max Web CSI: 0.781 Mfg Specified Camber: Job Number: T92087F Truss Label:T11 Ply: 1 Qty:2 Wgt: 212.1 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE2191 /-/-/-/-/- AA2173 /-/-/-/-/- AG824 /-/-/-/-/- AEBrg Width = 5.5 Min Req =1.5 AABrg Width = 3.5 Min Req =1.5 AGBrg Width = 3.0 Min Req =3.0 Bearing AG is a rigid surface. Bearings AE & AA Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -147 B - C 0-1865 C - D 0-1865 D - E 428-1807 E - F 428-1807 F - G 1343 -152 G - H 1343 -152H - I 2915 0 I - J 2915 0 J - K 2915 0 Chords Tens.Comp. K - L 538 -1052 L - M 538 -1052 M - N 0 -2545 N - O 0 -2545 O - P 0 -2445 P - Q 0 -2445 Q - R 0 -744R - S 0 -744 S - T 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AE-AD 1284 0 AD-AC 2021 -151 AC-AB 1162 -848 AB-AA 0-2539 AA- Z 0-1060 Chords Tens.Comp. Z - Y 0 -1060 Y - X 1981 -170 X - W 2678 0 W - V 1775 0 V - U 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w2 w4 w2 w2 w2 w2 w2 w2 w5 8'1"2 8'10"6 A B C D E F G HI J K L M N O P Q R ST UVWXYZAAABACADAE AF AG 1.5X4(R) 3X8 6X6 1.5X4 3X4 1.5X4 3X8 1.5X4 4X10 4X82X3 4X14W=3X10 W=SS03124X8 1.5X4 4X10 1.5X4 3X4 1.5X4 1.5X4 5X8 5X6 3"10 1"8 18'2"12 21'6"4 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6" 5" 2'6"2'6"2'6"2'6"2'6"2'6"2'6" 1'2"8 3" 40' 39'10"8 39'10"8 1"8 18'4"4 18'4"4 39'10"8 21'6"4 1'6"9"4 8"12 1530# 39'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 DF-L Stud :w1, w2, w4, w5 4x2 SPF Stud::Rt Bearing Leg 4x2 SPF Stud: Plating Notes All plates are 3X6 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section301.5. Deflection Max JT VERT DEFL: LL: 0.19" DL: 0.26". See detailDEFLCAMB1014 for camber recommendations. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. This truss spaced @ 19.2" oc supports additionalconcentrated load at left end from 10.00' stud wall(10.00 PSF) supporting 27-0-0 roof spans with 2-0-0overhang. Roof load: 35.00 psf LL and 20.00 psf DL. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE, 18SS Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.187N 999 480 VERT(TL): 0.406N 631 240 HORZ(LL): 0.027V - - HORZ(TL): 0.047V - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.770 Max BC CSI: 0.502 Max Web CSI: 0.781 Mfg Specified Camber: Job Number: T92087F Truss Label:T11 Ply: 1 Qty:2 Wgt: 212.1 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL AE2191 /-/-/-/-/- AA2173 /-/-/-/-/- AG824 /-/-/-/-/- AEBrg Width = 5.5 Min Req =1.5 AABrg Width = 3.5 Min Req =1.5 AGBrg Width = 3.0 Min Req =3.0 Bearing AG is a rigid surface. Bearings AE & AA Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -147 B - C 0-1865 C - D 0-1865 D - E 428-1807 E - F 428-1807 F - G 1343 -152 G - H 1343 -152H - I 2915 0 I - J 2915 0 J - K 2915 0 Chords Tens.Comp. K - L 538 -1052 L - M 538 -1052 M - N 0 -2545 N - O 0 -2545 O - P 0 -2445 P - Q 0 -2445 Q - R 0 -744R - S 0 -744 S - T 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. AE-AD 1284 0 AD-AC 2021 -151 AC-AB 1162 -848 AB-AA 0-2539 AA- Z 0-1060 Chords Tens.Comp. Z - Y 0 -1060 Y - X 1981 -170 X - W 2678 0 W - V 1775 0 V - U 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp.Webs Tens.Comp. **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w1w2 w2 w2 w2 w2 w4 w2 w2 w2 w2 w2 w2 w5 8'1"2 8'10"6 A B C D E F G HI J K L M N O P Q R ST UVWXYZAAABACADAE AF AG 1.5X4(R) 3X8 6X6 1.5X4 3X4 1.5X4 3X8 1.5X4 4X10 4X82X3 4X14W=3X10 W=SS03124X8 1.5X4 4X10 1.5X4 3X4 1.5X4 1.5X4 5X8 5X6 3"10 1"8 18'2"12 21'6"4 2'5"4(TYP)2'6"2'6"2'6"2'6"2'6"2'6" 5" 2'6"2'6"2'6"2'6"2'6"2'6"2'6" 1'2"8 3" 40' 39'10"8 39'10"8 1"8 18'4"4 18'4"4 39'10"8 21'6"4 1'6"9"4 8"12 1530# 39'6" Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud::Rt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039C 999 480 VERT(TL): 0.061C 999 240 HORZ(LL): 0.009I - - HORZ(TL): 0.013I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.188 Max BC CSI: 0.273 Max Web CSI: 0.331 Mfg Specified Camber: Job Number: T92087F Truss Label:T19 Ply: 1 Qty:1 Wgt: 67.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 511 /-/-/-/-/- M 516 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 M Brg Width = 3.0 Min Req =3.0 Bearing M is a rigid surface. Bearing K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -4 B - C 0-1041 C - D 0-1041 Chords Tens.Comp. D - E 0 -428 E - F 0 -428 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 727 0 J - I 920 0 Chords Tens.Comp. I - H 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 0 -9 K - A 0 -91 K - B 0 -824 B - J 358 0 C - J 0 -192 J - D 138 0 Webs Tens.Comp. D - I 0 -561 E - I 0 -218 I - F 669 0 M - F 0 -158 F - M 0 -363 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 8'1"2 8'10"6 A B C D E FG HIJK L M 1X3(R) 3X8 2X3 3X4 1.5X4 3X4 3X4 1.5X4 4X6 4X6 3"10 11'8"8 4"8 2'5"4 (TYP) 2'6"2'6"2'6"1'1"12 3" 11'10" 1"81'6"9"4 8"12 Lumber Top chord 4x2 DF-L 1800f-1.6EBot chord 4x2 DF-L 1800f-1.6E Webs 4x2 SPF Stud :w3 4x2 DF-L Stud::Rt Bearing Leg 4x2 SPF Stud: Loading Bottom chord checked for 10.00 psf non-concurrentbottom chord live load applied per IRC-12 section301.5. Additional Notes See detail STRBRIBR1014 for bracing and bridgingrecommendations. Truss must be installed as shown with top chord up. Loading Criteria (psf) TCLL:40.00 TCDL:10.00 BCLL: 0.00 BCDL: 5.00 Des Ld:55.00 NCBCLL:10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 19.2 " Wind Criteria Speed:NA mph TCDL: NA psf EXP: NABCDL: NA psf Mean Height: NA ft Enclosure: NA Category: NA Wind Std:NA MWFRS Parallel Dist: NAC&C Dist a: NA ftLoc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Code / Misc Criteria Bldg Code:IRC 2012 TPI Std:2007 Rep Factors Used: Yes FT/RT:6(0)/10(0) Plate Type: WAVE Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.039C 999 480 VERT(TL): 0.061C 999 240 HORZ(LL): 0.009I - - HORZ(TL): 0.013I - - VIEW Ver: 18.02.00A.1126.20 Creep Factor: 1.5 Max TC CSI: 0.188 Max BC CSI: 0.273 Max Web CSI: 0.331 Mfg Specified Camber: Job Number: T92087F Truss Label:T19 Ply: 1 Qty:1 Wgt: 67.9 lbs Dsgnr:Derek Widiker04/22/2019 Maximum Reactions (lbs) Gravity Non-Gravity Loc R+/ R-/ Rh / Rw / U / RL K 511 /-/-/-/-/- M 516 /-/-/-/-/- K Brg Width = 3.5 Min Req =1.5 M Brg Width = 3.0 Min Req =3.0 Bearing M is a rigid surface. Bearing K Fcperp = 425psi. Maximum Top Chord Forces Per Ply (lbs) ChordsTens.Comp. A - B 0 -4 B - C 0-1041 C - D 0-1041 Chords Tens.Comp. D - E 0 -428 E - F 0 -428 F - G 0 0 Maximum Bot Chord Forces Per Ply (lbs) ChordsTens.Comp. K - J 727 0 J - I 920 0 Chords Tens.Comp. I - H 0 0 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. L - K 0 -9 K - A 0 -91 K - B 0 -824 B - J 358 0 C - J 0 -192 J - D 138 0 Webs Tens.Comp. D - I 0 -561 E - I 0 -218 I - F 669 0 M - F 0 -158 F - M 0 -363 **WARNING**READ AND FOLLOW ALL NOTES ON THIS DRAWING!**IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERSTrusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (BuildingComponent Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporarybracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyattached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer todrawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build thetruss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover pagelisting this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCA: www.sbcindustry.com; ICC: www.iccsafe.org w3 w3 w3 w3 8'1"2 8'10"6 A B C D E FG HIJK L M 1X3(R) 3X8 2X3 3X4 1.5X4 3X4 3X4 1.5X4 4X6 4X6 3"10 11'8"8 4"8 2'5"4 (TYP) 2'6"2'6"2'6"1'1"12 3" 11'10" 1"81'6"9"4 8"12 1 Ventilation, Makeup and Combustion Air Calculations Submittal Form For New Dwellings Site address Date Contractor Completed By Section A Ventilation Quantity (Determine quantity by using Table N1104.2 or Equation 11‐1) Square feet (Conditioned area including basement – finished or unfinished) Number of bedrooms Total required ventilation Continuous ventilation Directions ‐ Determine the total and continuous ventilation rate by either using Table N1104.2 or equation 11‐1. The table and equation are below. Table N1104.2 Total and Continuous Ventilation Rates (in cfm) Number of Bedrooms 1 2 3 4 5 6 Conditioned space (in sq. ft.) Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous Total/ continuous 1000‐1500 60/40 75/40 90/45 105/53 120/60 135/68 1501‐2000 70/40 85/43 100/50 115/58 130/65 145/73 2001‐2500 80/40 95/48 110/55 125/63 140/70 155/78 2501‐3000 90/45 105/53 120/60 135/68 150/75 165/83 3001‐3500 100/50 115/58 130/65 145/73 160/80 175/88 3501‐4000 110/55 125/63 140/70 155/78 170/85 185/93 4001‐4500 120/60 135/68 150/75 165/83 180/90 195/98 4501‐5000 130/65 145/73 160/80 175/88 190/95 205/103 5001‐5500 140/70 155/78 170/85 185/93 200/100 215/108 5501‐6000 150/75 165/83 180/90 195/98 210/105 225/113 Equation 11‐1 (0.02 x square feet of conditioned space) + [15 x (number of bedrooms + 1)] = Total ventilation rate (cfm) Total ventilation – The mechanical ventilation system shall provide sufficient outdoor air to equal the total ventilation rate average, for each one‐hour period according to the above table or equation. For heat recovery ventilators (HRV) and energy recovery ventila‐ tors (ERV) the average hourly ventilation capacity must be determined in consideration of any reduction of exhaust or out outdoor air intake, or both, for defrost or other equipment cycling. Continuous ventilation ‐ A minimum of 50 percent of the total ventilation rate, but not less than 40 cfm, shall be provided, on a con‐ tinuous rate average for each one‐hour period. The portion of the mechanical ventilation system intended to be continuous may have automatic cycling controls providing the average flow rate for each hour is met. 16411 ABERDEEN ST NE,HAM LAKE, MN 55304 2 Section B Ventilation Method (Choose either balanced or exhaust) Balanced, HRV (Heat Recovery Ventilator) or ERV (Energy Recov‐ ery Ventilator) – cfm of unit in low must not exceed continuous venti‐ lation rating by more than 100%. Exhaust only (Continuous fan rating in cfm) Low cfm: High cfm: Continuous fan rating in cfm (capacity must not exceed continuous ventilation rating by more than 100%) Directions ‐ Choose the method of ventilation, balanced or exhaust only. Balanced ventilation systems are typically HRV or ERV’s. Enter the low and high cfm amounts. Low cfm air flow must be equal to or greater than the required continuous ventilation rate and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section C Ventilation Fan Description Location Continuous Intermittent Directions ‐ The ventilation fan schedule should describe what the fan is for, the location, cfm, and whether it is used for continuous or intermittent ventilation. The fan that is chose for continuous ventilation must be equal to or greater than the low cfm air rating and less than 100% greater than the continuous rate. (For instance, if the low cfm is 40 cfm, the continuous ventilation fan must not exceed 80 cfm.) Automatic controls may allow the use of a larger fan that is operated a percentage of each hour. Section D Ventilation Controls Directions ‐ Describe operation and control of the continuous and intermittent ventilation. There should be adequate detail for plan reviewers and inspectors to verify design and installation compliance. Related trades also need adequate detail for placement of controls and proper operation of the building ventilation. If exhaust fans are used for building ventilation, describe the operation and location of any controls, indicators and legends. If an ERV or HRV is to be installed, describe how it will be installed. If it will be connected and interfaced with the air handling equipment, please describe such connections as detailed in the manufactures’ installation instructions. If the installation instructions require or recommend the equipment to be interlocked with the air handling equipment for proper operation, such interconnection shall be made and described. 3 Section E Make‐up air Passive (determined from calculations from Table 501.3.1) Powered (determined from calculations from Table 501.3.1) Interlocked with exhaust device (determined from calculation from Table 501.3.1) Other, describe: Location of duct or system ventilation make‐up air: Determined from make‐up air opening table Cfm Size and type (round, rectangular, flex or rigid) Directions ‐ In order to determine the makeup air, Table 501.3.1 must be filled out (see below). For most new installations, column A will be appropriate, however, if atmospherically vented appliances or solid fuel appliances are installed, use the appropriate column. For existing dwellings, see IMC 501.3.3. Please note, if the makeup air quantity is negative, no additional makeup air will be re‐ quired for ventilation, if the value is positive refer to Table 501.3.2 and size the opening. Transfer the cfm, size of opening and type (round, rectangular, flex or rigid) to the last line of section D. The make‐up air supply must be installed per IMC 501.3.2.3. Table 501.3.1 PROCEDURE TO DETERMINE MAKEUP AIR QUANITY FOR EXHAUST EQUIPMENT IN DWELLINGS (Additional combustion air will be required for combustion appliances, see KAIR method for calculations) One or multiple power vent or direct vent appliances or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vent gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D 1. a) pressure factor (cfm/sf) 0.15 0.09 0.06 0.03 b) conditioned floor area (sf) (including unfinished basements) Estimated House Infiltration (cfm): [1a x 1b] 2. Exhaust Capacity a) continuous exhaust‐only ventilation system (cfm); (not applicable to balanced ventilation systems such as HRV) b) clothes dryer (cfm) 135 135 135 135 c) 80% of largest exhaust rating (cfm); Kitchen hood typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and match to exhaust) d) 80% of next largest exhaust rating (cfm); bath fan typically (not applicable if recirculating system or if powered makeup air is electrically interlocked and matched to exhaust) Not Applicable Total Exhaust Capacity (cfm); [2a + 2b +2c + 2d] 3. Makeup Air Quantity (cfm) a) total exhaust capacity (from above) b) estimated house infiltration (from above) Makeup Air Quantity (cfm); [3a – 3b] (if value is negative, no makeup air is needed) 4. For makeup Air Opening Sizing, refer to Table 501.4.2 A. Use this column if there are other than fan‐assisted or atmospherically vented gas or oil appliance or if there are no combustion appliances. (Power vent and direct vent appliances may be used.) B. Use this column if there is one fan‐assisted appliance per venting system. (Appliances other than atmospherically vented appliances may be included.) C. Use this column if there is one atmospherically vented (other than fan‐assisted) gas or oil appliance per venting system or one solid fuel appliance. D. Use this column if there are multiple atmospherically vented gas or oil appliances using a common vent or if there are atmospherically vented gas or oil appliances and solid fuel appliances. 4 Makeup Air Opening Table for New and Existing Dwelling Table 501.3.2 One or multiple power vent, direct vent appliances, or no combustion appliances Column A One or multiple fan‐ assisted appliances and power vent or direct vent appliances Column B One atmospherically vented gas or oil appliance or one solid fuel appliance Column C Multiple atmospherically vented gas or oil appliances or solid fuel appliances Column D Duct diameter Passive opening 1 – 36 1 – 22 1 – 15 1 – 9 3 Passive opening 37 – 66 23 – 41 16 – 28 10 – 17 4 Passive opening 67 – 109 42 – 66 29 – 46 18 – 28 5 Passive opening 110 ‐ 163 67 – 100 47 – 69 29 – 42 6 Passive opening 164 – 232 101 – 143 70 – 99 43 – 61 7 Passive opening 233 – 317 144 – 195 100 – 135 62 – 83 8 Passive opening w/motorized damper 318 – 419 196 – 258 136 – 179 84 – 110 9 Passive opening w/motorized damper 420 – 539 259 – 332 180 – 230 111 – 142 10 Passive opening w/motorized damper 540 – 679 333 – 419 231 – 290 143 – 179 11 Powered makeup air >679 >419 >290 >179 NA Notes: A. An equivalent length of 100 feet of round smooth metal duct is assumed. Subtract 40 feet for the exterior hood and ten feet for each 90‐ degree elbow to determine the remaining length of straight duct allowable. B. If flexible duct is used, increase the duct diameter by one inch. Flexible duct shall be stretched with minimal sags. Compressed duct shall not be accepted. C. Barometric dampers are prohibited in passive makeup air openings when any atmospherically vented appliance is installed. D. Powered makeup air shall be electrically interlocked with the largest exhaust system. Section F Combustion Not required per mechanical code (No atmospheric or power vented appliances) Passive (see IFGC Appendix E, Worksheet E‐1) Size and type Other, describe: Explanation ‐ If no atmospheric or power vented appliances are installed, check the appropriate box, not required. If a power vented or atmospherically vented appliance installed, use IFGC Appendix E, Worksheet E‐1 (see below). Please enter size and type. Combustion air vent supplies must communicate with the appliance or appliances that require the combustion air. Section F calculations follow on the next 2 pages. 5 Directions ‐ The Minnesota Fuel Gas Code method to calculate to size of a required combustion air opening, is called the Known Air Infiltration Rate Method. For new construction, 4b of step 4 is required to be filled out. IFGC Appendix E, Worksheet E‐1--Residential Combustion Air Calculation Method (for Furnace, Boiler, and/or Water Heater in the Same Space) Step 1: Complete vented combustion appliance information. Furnace/Boiler: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Water Heater: Draft Hood Fan Assisted Direct Vent Input: ______________________Btu/hr or Power Vent Step 2: Calculate the volume of the Combustion Appliance Space (CAS) containing combustion appliances. The CAS includes all spaces connected to one another by code compliant openings. CAS volume: ft3 L x W x H L W H Step 3: Determine Air Changes per Hour (ACH)1 Default ACH values have been incorporated into Table E‐1 for use with Method 4b (KAIR Method). If the year of construction or ACH is not known, use method 4a (Standard Method). Step 4: Determine Required Volume for Combustion Air. (DO NOT COUNT DIRECT VENT APPLIANCES) 4a. Standard Method Total Btu/hr input of all combustion appliances Input: Btu/hr Use Standard Method column in Table E‐1 to find Total Required TRV: ft3 Volume (TRV) If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. 4b. Known Air Infiltration Rate (KAIR) Method (DO NOT COUNT DIRECT VENT APPLIANCES) Total Btu/hr input of all fan‐assisted and power vent appliances Input: Btu/hr Use Fan‐Assisted Appliances column in Table E‐1 to find RVFA: ft3 Required Volume Fan Assisted (RVFA) Total Btu/hr input of all Natural draft appliances Input: Btu/hr Use Natural draft Appliances column in Table E‐1 to find RVNFA: ft3 Required Volume Natural draft appliances (RVNDA) Total Required Volume (TRV) = RVFA + RVNDA TRV = + = TRV ft3 If CAS Volume (from Step 2) is greater than TRV then no outdoor openings are needed. If CAS Volume (from Step 2) is less than TRV then go to STEP 5. Step 5: Calculate the ratio of available interior volume to the total required volume. Ratio = CAS Volume (from Step 2) divided by TRV (from Step 4a or Step 4b) Ratio =______ /_______ =_______________ Step 6: Calculate Reduction Factor (RF). RF = 1 minus Ratio RF = 1 ‐ __________________=__________________ Step 7: Calculate single outdoor opening as if all combustion air is from outside. Total Btu/hr input of all Combustion Appliances in the same CAS Input: Btu/hr (EXCEPT DIRECT VENT) Combustion Air Opening Area (CAOA): Total Btu/hr divided by 3000 Btu/hr per in2 CAOA =___________________/ 3000 Btu/hr per in2 =_____________________in2 Step 8: Calculate Minimum CAOA: Minimum CAOA = CAOA multiplied by RF Minimum CAOA =________________ x____________________ =__________ in2 Step 9: Calculate Combustion Air Opening Diameter (CAOD): CAOD = 1.13 multiplied by the square root of Minimum CAOA CAOD = 1.13 √ Minimum CAOA = in. diameter go up one inch in size if using flex duct 1 If desired, ACH can be determined using ASHRAE calculation or blower door test. Follow procedures in Section G304. 6 IFGC Appendix E, Table E‐1 Residential Combustion air (Required Interior Volume Based on Input Rating of Appliance) Input Rating (Btu/hr) Standard Method Known Air Infiltration Rate (KAIR) Method (cu ft) Fan Assisted or Power Vent Natural Draft 1994 to present Pre‐1994 1994 to present Pre‐1994 5,000 250 375 188 525 263 10,000 500 750 375 1,050 525 15,000 750 1,125 563 1,575 788 20,000 1,000 1,500 750 2,100 1,050 25,000 1,250 1,875 938 2,625 1,313 30,000 1,500 2,250 1,125 3,150 1,575 35,000 1,750 2,625 1,313 3,675 1,838 40,000 2,000 3,000 1,500 4,200 2,100 45,000 2,250 3,375 1,688 4,725 2,363 50,000 2,500 3,750 1,675 5,250 2,625 55,000 2,750 4,125 2,063 5,775 2,888 60,000 3,000 4,500 2,250 6,300 3,150 65,000 3,250 4,875 2,438 6,825 3,413 70,000 3,500 5,250 2,625 7,350 3,675 75,000 3,750 5,625 2,813 7,875 3,938 80,000 4,000 6,000 3,000 8,400 4,200 85,000 4,250 6,375 3,188 8,925 4,463 90,000 4,500 6,750 3,375 9,450 4,725 95,000 4,750 7,125 3,563 9,975 4,988 100,000 5,000 7,500 3,750 10,500 5,250 105,000 5,250 7,875 3,938 11,025 5,513 110,000 5,500 8,250 4,125 11,550 5,775 115,000 5,750 8.625 4,313 12,075 6,038 120,000 6,000 9,000 4,500 12,600 6,300 125,000 6,250 9,375 4,688 13,125 6,563 130,000 6,500 9,750 4,875 13,650 6,825 135,000 6,750 10,125 5,063 14,175 7,088 140,000 7,000 10,500 5,250 14,700 7,350 145,000 7,250 10,875 5,438 15,225 7,613 150,000 7,500 11,250 5,625 15,750 7,875 155,000 7,750 11,625 5,813 16,275 8,138 160,000 8,000 12,000 6,000 16,800 8,400 165,000 8,250 12,375 6,188 17,325 8,663 170,000 8,500 12,750 6,375 17,850 8,925 175,000 8,750 13,125 6,563 18,375 9,188 180,000 9,000 13,500 6,750 18,900 9,450 185,000 9,250 13,875 6,938 19,425 9,713 190,000 9,500 14,250 7,125 19,950 9,975 195,000 9,750 14,625 7,313 20,475 10,238 200,000 10,000 15,000 7,500 21,000 10,500 205,000 10,250 15,375 7,688 21,525 10,783 210,000 10,500 15,750 7,875 22,050 11,025 215,000 10,750 16,125 8,063 22,575 11,288 220,000 11,000 16,500 8,250 23,100 11,550 225,000 11,250 16,875 8,438 23,625 11,813 230,000 11,500 17,250 8,625 24,150 12,075 1. The 1994 date refers to dwellings constructed under the 1994 Minnesota Energy Code. The default KAIR used in this section of the table is 0.20 ACH. 2. This section of the table is to be used for dwellings constructed prior to 1994. The default KAIR used in this section of the table is 0.40 ACH. HVAC Load Calculations for JMS Custom Homes 18108 Jurel Cir Lakeville, MN Prepared By: Samantha Lykke Air Mechanical 16411 Aberdeen St NE Ham Lake, MN 55304 Tuesday, April 23, 2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 2 Project Report General Project Information Project Title: Project Date:Tuesday, April 23, 2019 Client Name:JMS Custom Homes Client Address:18108 Jurel Cir Client City:Lakeville, MN Company Name:Air Mechanical Company Representative:Samantha Lykke Company Address:16411 Aberdeen St NE Company City:Ham Lake, MN 55304 Design Data Reference City:Minneapolis, Minnesota Building Orientation:Front door faces Northeast Daily Temperature Range:Medium Latitude:44 Degrees Elevation:834 ft. Altitude Factor:0.970 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter:-15 -12.38 n/a 30%72 29.40 Summer:88 73 50%50%74 37 Check Figures Total Building Supply CFM:916 CFM Per Square ft.:0.310 Square ft. of Room Area:2,952 Square ft. Per Ton:1,412 Volume (ft³):17,578 Building Loads Total Heating Required Including Ventilation Air:50,991 Btuh 50.991 MBH Total Sensible Gain:20,379 Btuh 81 % Total Latent Gain:4,707 Btuh 19 % Total Cooling Required Including Ventilation Air:25,086 Btuh 2.09 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 3 Miscellaneous Report System 1 Input Data Outdoor Dry Bulb Outdoor Wet Bulb Outdoor Rel.Hum Indoor Rel.Hum Indoor Dry Bulb Grains Difference Winter:-15 -12.38 100%30%72 29.40 Summer:88 73 50%50%74 37.40 Duct Sizing Inputs Main Trunk Runouts Calculate:Yes Yes Use Schedule:Yes Yes Roughness Factor:0.00300 0.01000 Pressure Drop:0.1000 in.wg./100 ft.0.1000 in.wg./100 ft. Minimum Velocity:0 ft./min 0 ft./min Maximum Velocity:900 ft./min 750 ft./min Minimum Height:0 in.0 in. Maximum Height:0 in.0 in. Outside Air Data Winter Summer Infiltration Specified:0.320 AC/hr 0.160 AC/hr 94 CFM 47 CFM Infiltration Actual:0.260 AC/hr 0.000 AC/hr Above Grade Volume:Cu.ft.Cu.ft.X 17,578 X 17,578 4,570 Cu.ft./hr 0 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration:76 CFM 0 CFM Total Building Ventilation:55 CFM 55 CFM ---System 1--- Infiltration & Ventilation Sensible Gain Multiplier: 14.94 = (1.10 X 0.970 X 14.00 Summer Temp. Difference) Infiltration & Ventilation Latent Gain Multiplier: 24.67 = (0.68 X 0.970 X 37.40 Grains Difference) Infiltration & Ventilation Sensible Loss Multiplier: 92.85 = (1.10 X 0.970 X 87.00 Winter Temp. Difference) Winter Infiltration Specified:0.320 AC/hr (94 CFM), Construction: Average Summer Infiltration Specified:0.160 AC/hr (47 CFM), Construction: Average C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 4 Duct Size Preview Room or Duct Name Source Minimum Velocity Maximum Velocity Rough. Factor Design L/100 SP Loss Duct Velocity Duct Length Htg Flow Clg Flow Act. Flow Duct Size System 1 Supply Runouts Zone 1 1-Lower Level Built-In 0 750 0.01 0.1 426.7 218 251 251 3--6 2-Main Level Built-In 0 750 0.01 0.1 483.7 368 665 665 7--6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 776.1 587 916 916 10x17 SummarySummarySummarySummarySummarySummarySummarySummary System 1 Heating Flow:587 Cooling Flow:916 C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 5 Detailed Room Loads - Room 1 - Lower Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,476.0 sq.ft.Supply Air:251 CFM Ceiling Height:8.0 ft.Supply Air Changes:1.3 AC/hr Volume:11,808 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:3 Actual Winter Vent.:20 CFM Runout Air:84 CFM Percent of Supply.:8 % Runout Duct Size:6 in.Actual Summer Vent.:15 CFM Runout Air Velocity:427 ft./min.Percent of Supply:6 % Runout Air Velocity:427 ft./min.Actual Winter Infil.:19 CFM Actual Loss:0.114 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-15B0-10sf-8 40 X 8 320 0.050 4.4 1,392 0.0 0 0 E -Wall-15B0-10sf-4 48 X 4 192 0.054 4.7 902 0.0 0 0 S -Wall-12F-0bw 40 X 8 228 0.065 5.7 1,289 0.6 0 142 W -Wall-15B0-10sf-8 48 X 8 384 0.050 4.4 1,670 0.0 0 0 N -Wall-12F-0bw 48 X 4 174.5 0.065 5.7 987 0.6 0 109 N -Gls-4a shgc-0.34 100%S 17.5 0.320 27.8 487 10.9 0 191 S -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 20.0 0 838 S -Gls-4a shgc-0.34 0%S (2)50 0.320 27.8 1,392 20.0 0 998 Floor-21A-20 1 X 1476 1476 0.027 2.3 3,467 0.0 0 0 Subtotals for Structure:12,755 0 2,278 Infil.: Win.: 18.6, Sum.: 0.0 512 3.375 1,728 0.000 0 0 Ductwork:759 0 AED Excursion:104 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,050 1,500 Lighting:300 1,023 Room Totals:15,242 1,450 5,365 C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 6 Detailed Room Loads - Room 2 - Main Level (Average Load Procedure) General Calculation Mode:Htg. & clg.Occurrences:1 Room Length:n/a System Number:1 Room Width:n/a Zone Number:1 Area:1,476.0 sq.ft.Supply Air:665 CFM Ceiling Height:9.0 ft.Supply Air Changes:3.0 AC/hr Volume:13,284 cu.ft.Req. Vent. Clg:0 CFM Number of Registers:7 Actual Winter Vent.:35 CFM Runout Air:95 CFM Percent of Supply.:5 % Runout Duct Size:6 in.Actual Summer Vent.:40 CFM Runout Air Velocity:484 ft./min.Percent of Supply:6 % Runout Air Velocity:484 ft./min.Actual Winter Infil.:58 CFM Actual Loss:0.146 in.wg./100 ft.Actual Summer Infil.:0 CFM Item Description Area Quantity -U- Value Htg HTM Sen Loss Clg HTM Lat Gain Sen Gain N -Wall-12F-0bw 40 X 9 281 0.065 5.7 1,589 0.6 0 175 E -Wall-12F-0bw 48 X 9 350 0.065 5.7 1,979 0.6 0 218 S -Wall-12F-0bw 40 X 9 216 0.065 5.7 1,221 0.6 0 135 W -Wall-12F-0bw 48 X 9 428 0.065 5.7 2,420 0.6 0 267 N -Door-11N 3 X 7 21 0.350 30.5 639 8.8 0 184 N -Door-11G 3 X 7 21 0.540 47.0 987 13.5 0 284 N -Gls-4a shgc-0.34 100%S (2)30 0.320 27.8 836 10.9 0 328 N -Gls-4a shgc-0.34 100%S 7 0.320 27.8 195 10.9 0 76 E -Gls-4a shgc-0.34 0%S 8 0.320 27.8 223 36.3 0 290 E -Gls-4a shgc-0.34 0%S 14 0.320 27.8 390 36.3 0 508 E -Gls-4a shgc-0.34 0%S (2)24 0.320 27.8 668 36.3 0 870 E -Gls-4a shgc-0.34 0%S (2)36 0.320 27.8 1,002 36.3 0 1,306 S -Gls-4agdoor shgc-0.34 0%S 42 0.320 27.8 1,169 20.0 0 838 S -Gls-4a shgc-0.34 0%S (4)72 0.320 27.8 2,004 19.9 0 1,436 S -Gls-4a shgc-0.34 0%S 30 0.320 27.8 835 20.0 0 599 W -Gls-4a shgc-0.34 0%S 4 0.320 27.8 111 36.3 0 145 UP-Ceil-16B-44 1476 X 1 1476 0.022 1.9 2,825 1.1 0 1,591 Subtotals for Structure:19,093 0 9,250 Infil.: Win.: 57.6, Sum.: 0.0 1,584 3.374 5,345 0.000 0 0 Ductwork:1,281 0 AED Excursion:276 People: 200 lat/per, 230 sen/per:2 400 460 Equipment:1,500 2,500 Lighting:500 1,705 Room Totals:25,719 1,900 14,191 C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software Development, Inc. Air Mechanical Inc. Ham Lake, MN 55304 Page 7 System 1 Room Load Summary No Room Name Area SF Htg Sens Btuh Min Htg CFM Run Duct Size Run Duct Vel Clg Sens Btuh Clg Lat Btuh Min Clg CFM Act Sys CFM ---Zone 1--- 1 Lower Level 1,476 15,242 218 3-6 427 5,365 1,450 251 251 2 Main Level 1,476 25,719 368 7-6 484 14,191 1,900 665 665 Ventilation 5,107 822 1,357 Humidification 2,884 Return Duct 2,040 0 0 System 1 total 2,952 50,991 587 20,379 4,707 916 916 System 1 Main Trunk Size:10x17 in. Velocity:776 ft./min Loss per 100 ft.:0.098 in.wg Cooling System Summary Cooling Tons Sensible/Latent Split Sensible Btuh Latent Btuh Total Btuh Net Required:2.09 81% / 19%20,379 4,707 25,086 Equipment Data Heating System Cooling System Type:Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency:0 AFUE 0 SEER Sound:0 0 Capacity:0 Btuh 0 Btuh Sensible Capacity:n/a 0 Btuh Latent Capacity:n/a 0 Btuh C:\Users\slykke\Desktop\18108 Jurel Cir.rh9 Tuesday, April 23, 2019, 1:55 PM 05/17/19 X KP