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HomeMy WebLinkAboutSTAMPED TRUSS SPECS - 23-00560 - Mountains Edge Sales & Service - Remodel400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by BMC West-Idaho Falls, ID. August 25,2023 Hernandez, Marcos Pages or sheets covered by this seal: R78001225 thru R78001227 My license renewal date for the state of Idaho is January 31, 2024. Idaho COA: 853 3643685 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP 3x6 FP=3x4 =3x4 =3x6 =3x4 =3x4 =3x6 =4x5 =3x4 38 37 36 3534 33 32 31 30 29 28 27 26 25 24 23 22 21 39 40 411234567891011121314151617181920 0-1-8 1-6-0 0-1-8 2-3-0 0-1-8 0-1-8 3-10-8 4-0-0 24-6-0 28-6-0 2-0-0 2-0-0 Scale = 1:49.6 Plate Offsets (X, Y):[1:Edge,0-0-12], [39:0-1-8,0-0-12], [40:0-1-8,0-0-12], [41:0-1-8,0-0-12] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.57 Vert(LL)n/a -n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.00 BC 0.15 Vert(TL)n/a -n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horiz(TL)0.00 35 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 142 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 37-38,36-37,35-36. REACTIONS (size)21=24-6-0, 22=24-6-0, 23=24-6-0, 24=24-6-0, 25=24-6-0, 26=24-6-0, 27=24-6-0, 28=24-6-0, 29=24-6-0, 30=24-6-0, 31=24-6-0, 32=24-6-0, 33=24-6-0, 35=24-6-0, 36=24-6-0, 37=24-6-0 Max Uplift 35=-48 (LC 3), 36=-177 (LC 3) Max Grav 21=127 (LC 4), 22=385 (LC 1), 23=358 (LC 4), 24=363 (LC 1), 25=362 (LC 4), 26=363 (LC 1), 27=362 (LC 4), 28=362 (LC 1), 29=362 (LC 4), 30=363 (LC 1), 31=359 (LC 4), 32=378 (LC 1), 33=303 (LC 4), 35=410 (LC 4), 36=1103 (LC 4), 37=2043 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-38=-245/0, 20-21=-119/0, 1-2=0/0, 2-3=0/1100, 3-4=0/1100, 4-5=0/222, 5-6=0/222, 6-8=-4/0, 8-9=-4/0, 9-10=-4/0, 10-11=-4/0, 11-12=-4/0, 12-13=-4/0, 13-14=-4/0, 14-15=-4/0, 15-16=-4/0, 16-17=-4/0, 17-18=-4/0, 18-19=-4/0, 19-20=-4/0 BOT CHORD 37-38=-331/0, 36-37=-587/292, 35-36=-2/14, 33-35=0/4, 32-33=0/4, 31-32=0/4, 30-31=0/4, 29-30=0/4, 28-29=0/4, 27-28=0/4, 26-27=0/4, 25-26=0/4, 24-25=0/4, 23-24=0/4, 22-23=0/4, 21-22=0/4 WEBS 2-38=0/426, 2-37=-1182/0, 4-37=-1035/0, 4-36=-526/597, 5-36=-603/0, 6-36=-301/0, 3-37=-479/0, 6-35=-392/67, 8-33=-280/0, 9-32=-357/0, 10-31=-337/0, 11-30=-342/0, 12-29=-341/0, 13-28=-341/0, 14-27=-341/0, 15-26=-341/0, 16-25=-341/0, 17-24=-342/0, 18-23=-337/0, 19-22=-361/0 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are 1.5x4 MT20 unless otherwise indicated. 3)Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4)Gable studs spaced at 1-4-0 oc. 5)All bearings are assumed to be DF or DF-N No.1&Btr or 1800F 1.6E crushing capacity of 625 psi. 6)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 177 lb uplift at joint 36 and 48 lb uplift at joint 35. 7)Non Standard bearing condition. Review required. 8)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R78001225F01-E Floor Supported Gable 1 13643685 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Wed Aug 23 10:15:54 Page: 1 ID:sZMvoTrnjiZZmECHlaotowymwfv-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 25,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP 3x6 FP M18AHS 3x10 FP =1.5x4 =1.5x4 =2x6 =3x6 =3x6 =3x6 =6x12 =M18AHS 10x18 =8x12 =2x6 =6x8 =6x8 =2x6 =1.5x4 =3x6 =2x6 =6x8 =5x6 =2x6 =7x10 =M18AHS 8x12 =2x6 =10x16 =7x10 =7x8 =1.5x4 25 24 23 22 21 20 19 18 1726 27 16123456789101112131415 0-1-8 0-1-81-6-0 0-10 -82-3-0 0-1-8 0-1-8 0-2-12 4-2-12 3-10-8 4-0-0 7-3-12 11-6-8 16-11-8 28-6-0 2-0-0 2-0-0 Scale = 1:49.6 Plate Offsets (X, Y):[14:0-5-4,Edge], [16:0-3-0,Edge], [16:0-1-8,0-3-8], [17:Edge,0-3-0], [19:0-3-0,Edge], [24:0-5-12,Edge], [26:0-1-8,0-0-8], [27:0-1-8,0-0-8] Loading (psf)Spacing 1-4-0 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.34 Vert(LL)-0.50 20-22 >582 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(CT)-0.57 20-22 >513 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT)0.11 17 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 221 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) *Except* 25-4,24-4,19-14,18-16:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E (flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 25-26,24-25. REACTIONS (size)17=0-5-8, 25=0-5-8 Max Grav 17=2738 (LC 4), 25=3716 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-26=-211/0, 16-17=-2740/0, 1-2=-8/0, 2-3=0/972, 3-4=0/973, 4-5=-5858/104, 5-6=-5858/104, 6-8=-8944/0, 8-10=-8944/0, 10-11=-9267/0, 11-12=-9267/0, 12-13=-6837/0, 13-14=-6837/0, 14-15=-1639/0, 15-16=-1639/0 BOT CHORD 25-26=-298/0, 24-25=-523/3274, 22-24=0/7732, 20-22=0/9439, 19-20=0/8383, 18-19=0/4567, 17-18=0/0 WEBS 3-25=-478/0, 2-26=0/378, 2-25=-993/25, 4-25=-4206/0, 4-24=0/3350, 5-24=-490/0, 6-24=-2455/0, 6-22=0/1626, 8-22=-481/0, 10-22=-727/0, 10-20=-215/115, 11-20=-480/0, 12-20=0/1108, 12-19=-1940/0, 13-19=-486/0, 14-19=0/2846, 14-18=-3672/0, 15-18=-401/0, 16-18=0/3130 NOTES 1)Unbalanced floor live loads have been considered for this design. 2)All plates are MT20 plates unless otherwise indicated. 3)The Fabrication Tolerance at joint 21 = 11% 4)All bearings are assumed to be DF or DF-N No.1&Btr or 1800F 1.6E crushing capacity of 625 psi. 5)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 6)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7)CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R78001226F01AFloor Special 22 13643685 Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Wed Aug 23 10:15:52 Page: 1 ID:ZRzHJBMZy01cSsDGM?AB4uymwoH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 25,2023 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 3x6 FP M18AHS 3x10 FP M18AHS 3x10 FP 3x6 FP =1.5x4 =2x6 =M18AHS 8x12 =M18AHS 8x12 =7x10 =2x6 =6x8 =1.5x4 =6x8 =2x6 =3x6 =3x10 =2x6 =6x8 =6x8 =2x6 =8x12 =M18AHS 10x18 =M18AHS 10x12 =10x16 =7x8 =1.5x4 22 21 20 19 18 17 16 1523 24 1412345678910111213 0-10-80-1-8 0-1-8 0-10-8 2-3-0 7-6-8 7-6-8 16-11-8 24-6-0 2-0-0 2-0-0 Scale = 1:43.4 Plate Offsets (X, Y):[14:0-1-8,0-3-8], [14:0-1-8,Edge], [15:Edge,0-3-0], [16:0-5-4,Edge], [17:0-4-0,Edge], [20:0-3-12,Edge], [23:Edge,0-3-0], [24:0-1-8,0-0-8] Loading (psf)Spacing 1-7-3 CSI DEFL in (loc)l/defl L/d PLATES GRIP TCLL 150.0 Plate Grip DOL 1.00 TC 0.46 Vert(LL)-0.59 18-20 >495 480 M18AHS 169/162 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(CT)-0.67 18-20 >434 360 MT20 220/195 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT)0.12 15 n/a n/a BCDL 10.0 Code IBC2018/TPI2014 Matrix-S Weight: 195 lb FT = 20%F, 11%E LUMBER TOP CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) BOT CHORD 2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) WEBS 2x4 DF Stud/Std(flat) *Except* 23-2,17-12,16-12:2x4 DF 1800F 1.6E or 2x4 DF No.1&Btr or 2x4 DF-N 1800F 1.6E(flat) OTHERS 2x4 DF Stud/Std(flat) BRACING TOP CHORD Structural wood sheathing directly applied or 5-6-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2-2-0 oc bracing: 18-20. REACTIONS (size)15=0-5-8, 23=0-5-8 Max Grav 15=3287 (LC 1), 23=3287 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-23=-260/0, 14-15=-3300/0, 1-2=0/0, 2-3=-7009/0, 3-4=-7028/0, 4-6=-10754/0, 6-7=-10754/0, 7-9=-11136/0, 9-10=-11136/0, 10-11=-8209/0, 11-12=-8209/0, 12-13=-1955/0, 13-14=-1952/0 BOT CHORD 22-23=0/4198, 20-22=0/9309, 18-20=0/11344, 17-18=0/10070, 16-17=0/5487, 15-16=0/0 WEBS 2-23=-5088/0, 2-22=0/3595, 3-22=-587/0, 4-22=-2836/0, 4-20=0/1813, 6-20=-580/0, 7-20=-740/0, 7-18=-262/0, 9-18=-576/0, 10-18=0/1336, 10-17=-2334/0, 11-17=-582/0, 12-17=0/3414, 12-16=-4418/0, 13-16=-497/0, 14-16=0/3768 NOTES 1)All plates are MT20 plates unless otherwise indicated. 2)The Fabrication Tolerance at joint 21 = 11%, joint 19 = 11% 3)All bearings are assumed to be DF or DF-N No.1&Btr or 1800F 1.6E crushing capacity of 625 psi. 4)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 5)Recommend 2x6 strongbacks, on edge, spaced at 10-00-00 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply R78001227F02Floor1013643685Job Reference (optional) Builders FirstSource (Idaho Falls, ID), Idaho Falls, ID - 83402,Run: 8.63 S Jul 28 2023 Print: 8.630 S Jul 28 2023 MiTek Industries, Inc. Wed Aug 23 10:15:54 Page: 1 ID:q2VMQuA9mpjvlGooJfK2LJymwjM-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f August 25,2023 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . Mi n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3- 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p .