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HomeMy WebLinkAboutCooper Truss Engineering-signed6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 76706 - COOPER / Q58602 Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.3 1 of 1 This package includes 3 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: 65.0 psf Site Information: Lot/Block: Customer Info: DARLING CONSTRUCTION Project Name: COOPER Model: Subdivision: Address: 6740 N HWY A1A State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: April 13,2020 Albani, Thomas The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 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. No. Seal# Truss Name 1 T19958162 A Date 4/13/202 T19958163 FLA 4/13/203 T19958164 FLB 4/13/20 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Anthony Charbonneau4/29/2020 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76706 Truss A Truss Type Scissor Qty 22 Ply 1 COOPER / Q58602 Job Reference (optional) T19958162 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 13 10:17:38 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:Z6DTyd8SGIDdBvaya1qgJDzRCtQ-Te?xs9mKcCV1BAprc2cdbNQRNERTxQzhTJW0FJzR9hh Scale = 1:60.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 4x6 4x5 4x6 7x8 6x8 5x12 2x3 5x12 2x3 7x8 0-8-0 0-8-0 6-5-12 5-9-12 12-8-0 6-2-4 18-10-4 6-2-4 24-8-0 5-9-12 25-4-0 0-8-0 6-5-12 6-5-12 12-8-0 6-2-4 18-10-4 6-2-4 25-4-0 6-5-12 0- 8 - 1 10 - 2 - 1 0- 8 - 1 6- 0 - 0 9.00 12 6.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-2-1], [2:0-3-0,Edge], [6:0-3-0,Edge], [7:0-2-12,0-2-1], [7:0-2-12,Edge], [12:0-2-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.52 0.49 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.46 0.53 0.26 (loc) 10-11 9-10 8 9-10 l/defl >999 >655 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 144 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30 BOT CHORD 2x4 SP M 30 WEBS 2x4 SP No.3 *Except* 1-12,7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-3 oc bracing. WEBS 1 Row at midpt 5-8, 3-12 REACTIONS. (size) 12=0-8-0, 8=0-8-0 Max Horz 12=-492(LC 10) Max Uplift 12=-630(LC 12), 8=-630(LC 12) Max Grav 12=1119(LC 1), 8=1119(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1035/654, 3-4=-2769/1139, 4-5=-2769/1141, 5-7=-1035/654, 1-12=-879/584, 7-8=-879/584 BOT CHORD 11-12=-1350/3315, 10-11=-1365/3333, 9-10=-1363/3230, 8-9=-1348/3211 WEBS 4-10=-979/2703, 5-10=-1190/835, 5-8=-2944/1192, 3-10=-1190/835, 3-12=-2944/1193 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-2-12, Interior(1) 3-2-12 to 12-8-0, Exterior(2) 12-8-0 to 15-8-0, Interior(1) 15-8-0 to 25-1-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 12, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=630, 8=630. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 13,2020 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76706 Truss FLA Truss Type Floor Qty 1 Ply 1 COOPER / Q58602 Job Reference (optional) T19958163 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 13 10:17:40 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:y9R7iDdGbtl90XOMBeSOVMzKpzY-P16hHroa8pllQTzEkTe5goWsV19PPQ?_wd?7KCzR9hf Scale = 1:19.2 1234 5678 14 13 12 11 10 9 2x3 2x3 5x6 5x6 3x4 3x4 3x4 2x3 2x3 3x4 3x5 3x4 3x8 2x3 0-3-8 0-3-8 4-8-0 4-4-8 5-8-0 1-0-0 6-8-0 1-0-0 11-0-8 4-4-8 11-4-0 0-3-8 2-6-0 1-6-0 2-0-0 1-6-0 0-3-8 0-3-8 1- 4 - 0 1- 1 - 0 1- 1 - 0 1- 4 - 0 Plate Offsets (X,Y)-- [1:0-3-0,Edge], [3:0-1-8,Edge], [4:0-1-8,Edge], [5:0-1-8,Edge], [8:0-3-0,Edge], [9:0-1-8,Edge], [11:0-1-8,0-0-0], [12:0-1-8,Edge], [13:0-1-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.23 0.33 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.05 -0.07 -0.01 (loc) 10-11 11 8 l/defl >999 >999 n/a L/d 480 360 n/a PLATES MT20 Weight: 60 lb FT = 20%F, 11%E GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(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. REACTIONS. (size) 1=0-3-0, 8=0-3-0 Max Grav 1=691(LC 1), 8=691(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1172/0, 3-4=-1482/0, 4-5=-1482/0, 5-6=-1166/0, 6-8=-1171/0 BOT CHORD 12-13=0/1166, 11-12=0/1482, 10-11=0/1482 WEBS 1-13=0/1273, 3-13=-485/0, 3-12=0/525, 8-10=0/1272, 6-10=-284/0, 5-10=-526/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. 3) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 13,2020 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, DSB-89 and BCSI Building Component available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314.Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 76706 Truss FLB Truss Type Floor Qty 17 Ply 1 COOPER / Q58602 Job Reference (optional) T19958164 8.330 s Mar 23 2020 MiTek Industries, Inc. Mon Apr 13 10:17:41 2020 Page 1 Chambers Truss, Inc., Fort Pierce, FL ID:y9R7iDdGbtl90XOMBeSOVMzKpzY-tDg3UBoCv7tc2dYQHB9KD021rROF8pb79HkhsezR9he Scale = 1:41.7 1 2 3 4 56 78 9 10 11 12 22 21 20 19 18 17 16 15 14 13 3x6 FP 5x8 MT18HS SP 6x8 6x8 3x6 FP 4x6 4x6 6x12 6x8 6x10 6x12 6x8 6x10 3x6 FP 3x8 SP 3x6 FP 0-3-8 0-3-8 11-0-0 10-8-8 12-0-0 1-0-0 13-0-0 1-0-0 23-8-8 10-8-8 24-0-0 0-3-8 2-6-0 2-8-8 2-0-0 2-8-8 0-3-8 0-3-8 1- 4 - 0 1- 1 - 0 1- 1 - 0 1- 2 - 8 0- 1 - 8 1- 4 - 0 Plate Offsets (X,Y)-- [1:0-1-8,Edge], [6:0-3-0,Edge], [7:0-3-0,Edge], [12:0-1-8,Edge], [17:0-3-0,0-0-0] LOADING (psf) TCLL TCDL BCLL BCDL 40.0 20.0 0.0 5.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.00 1.00 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.25 0.74 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.41 -0.67 -0.09 (loc) 17-18 17-18 12 l/defl >681 >419 n/a L/d 480 360 n/a PLATES MT20 MT18HS Weight: 191 lb FT = 20%F, 11%E GRIP 244/190 244/190 LUMBER- TOP CHORD 2x4 SP M 30(flat) BOT CHORD 2x4 SP M 30(flat) WEBS 2x4 SP No.3(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. REACTIONS. (size) 1=0-3-0, 12=0-3-0 Max Grav 1=1514(LC 1), 12=1514(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3214/0, 2-3=-3248/0, 3-4=-7223/0, 4-6=-7223/0, 6-7=-8027/0, 7-9=-7223/0, 9-10=-7223/0, 10-11=-3248/0, 11-12=-3214/0 BOT CHORD 20-21=0/5599, 18-20=0/8027, 17-18=0/8027, 15-17=0/8027, 14-15=0/5599 WEBS 1-21=0/3497, 2-21=-373/0, 3-21=-2539/0, 3-20=0/1763, 4-20=-396/0, 6-20=-1352/0, 12-14=0/3497, 11-14=-373/0, 10-14=-2539/0, 10-15=0/1763, 9-15=-396/0, 7-15=-1352/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x6 MT20 unless otherwise indicated. 4) The Fabrication Tolerance at joint 19 = 11%, joint 16 = 11% 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 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. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. April 13,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n 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 r e 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 n u m b e r w h e r e b e a r i n g s o c c u r . M i 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 . I n 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 b y 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 o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h 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 w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i 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 . A p 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 a n 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 . 1 0 . 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 . 1 1 . 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 . 1 2 . 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 . 1 3 . 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 . 1 4 . 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 . 1 5 . 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 . 1 6 . 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 . 1 7 . 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 . 1 8 . 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 . 1 9 . 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 . 2 0 . 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 . F a 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 D a 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 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i 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 0 / 0 3 / 2 0 1 5 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O 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 A R 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 T H E L E F T . C H 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 N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L 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 S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l 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 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N 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 . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C 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 & 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 W E B S T r 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 t r u s s u n l e s s o t h e r w i s e s h o w n . L u 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 s e 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 e s t a b l i s h e d b y o t h e r s . d i 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