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HomeMy WebLinkAboutAPPROVED Truss cut sheets SS6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2739285-PACE-DON - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 61 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: N/A psf Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: DONOVAN Model: . Subdivision: . Address: 11770 PALOMINO DR, . 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: June 9,2021 Lee, Julius The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2023. 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 T24275285 A1 Date 6/9/212T24275286A26/9/213T24275287A36/9/214T24275288A46/9/215T24275289A56/9/216T24275290A66/9/217T24275291A76/9/218T24275292B16/9/219T24275293B26/9/2110T24275294B36/9/2111T24275295B46/9/2112T24275296B56/9/2113T24275297B66/9/2114T24275298B76/9/2115T24275299B86/9/2116T24275300B96/9/2117T24275301B106/9/2118T24275302B116/9/2119T24275303B126/9/2120T24275304B136/9/2121T24275305C16/9/2122T24275306C26/9/21 No.Seal#Truss Name 23 T24275307 C3 Date 6/9/2124T24275308C46/9/2125T24275309C56/9/2126T24275310CJ16/9/2127T24275311CJ26/9/2128T24275312CJ36/9/2129T24275313CJ46/9/2130T24275314CJ56/9/2131T24275315CJ66/9/2132T24275316CJ126/9/2133T24275317D16/9/2134T24275318D26/9/2135T24275319D36/9/2136T24275320D46/9/2137T24275321EJ36/9/2138T24275322EJ56/9/2139T24275323EJ76/9/2140T24275324EJ316/9/2141T24275325EJ326/9/2142T24275326EJ716/9/2143T24275327EJ726/9/2144T24275328EJ736/9/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2739285-PACE-DON - 2 of 2 Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: DONOVAN Model: . Subdivision: . Address: 11770 PALOMINO DR, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T24275329 G1 Date 6/9/2146T24275330G26/9/2147T24275331G36/9/2148T24275332HJ36/9/2149T24275333HJ56/9/2150T24275334HJ76/9/2151T24275335HJ226/9/2152T24275336HJ716/9/2153T24275337K16/9/2154T24275338K26/9/2155T24275339L16/9/2156T24275340P16/9/2157T24275341P26/9/2158T24275342V16/9/2159T24275343V26/9/2160T24275344V36/9/2161T24275345V46/9/21 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24275285 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-B4ZHhcDjIG1BtkUJL7qouPwuZMV1Nb00ccKjOaz83cM Scale = 1:79.2 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 43 44 45 46 47 48 49 2x4 ST1.5x8 STP 6x8 5x8 5x6 5x12 4x6 7x10 7x10 4x6 2x4 2x4 4x4 4x4 4x4 5x8 2x4 2x4 5x12 4x6 5x8 8x12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED 7-0-0 7-0-0 13-10-5 6-10-5 20-10-5 7-0-1 27-8-10 6-10-5 30-4-10 2-8-0 34-6-14 4-2-4 35-10-10 1-3-12 40-6-0 4-7-6 -1-6-0 1-6-0 7-0-0 7-0-0 13-10-5 6-10-5 20-10-5 7-0-1 27-8-10 6-10-5 30-4-10 2-8-0 34-6-14 4-2-4 35-10-10 1-3-12 40-6-0 4-7-6 0-8-84-2-82-10-85-6-84-2-85-6-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-4], [3:0-4-0,0-1-15], [7:0-3-0,0-2-7], [15:0-6-0,0-4-0], [16:0-6-0,0-4-8], [21:0-5-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.80 1.00 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.33 -0.43 0.11 (loc) 20-21 20-21 16 l/defl >999 >946 n/a L/d 240 240 n/a PLATES MT20 Weight: 559 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 10-13: 2x4 SP No.3, 12-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-16: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-6-2 oc bracing. Except: 10-0-0 oc bracing: 13-15 REACTIONS. (size)2=0-7-10, 16=0-3-8 Max Horz 2=313(LC 5) Max Uplift 2=-2022(LC 8), 16=-2686(LC 5) Max Grav 2=3784(LC 29), 16=4885(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6900/3540, 3-4=-8718/4622, 4-6=-8535/4508, 6-7=-5406/2822, 7-8=-6057/3103, 8-9=-790/1016, 9-10=-790/1015, 10-11=-415/595 BOT CHORD 2-22=-3096/5971, 21-22=-3082/5932, 20-21=-4544/8735, 18-20=-4433/8534, 17-18=-2315/4449, 16-17=-2303/4426, 15-16=-821/367 WEBS 3-22=-341/1009, 3-21=-1669/3337, 4-21=-1252/955, 6-20=0/623, 6-18=-3641/1916, 7-18=-609/1660, 8-18=-781/1336, 8-17=-379/214, 8-16=-6349/3307, 9-16=-292/186, 10-16=-675/633, 11-15=-697/487 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. Continued on page 2 "Special" indicates special hanger(s) or other connection device(s) required at location(s)shown. The design/selection of such special connection device(s) is the responsibility of others. This applies to all applicable truss designs in this job. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T24275285 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:12 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-fG7fuyEM2Z92Vu3VvqM1RcT2JmrG62G9qG4Gw0z83cL NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2022, 16=2686. 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 633 lb down and 586 lb up at 27-8-10 on top chord, and 773 lb down and 452 lb up at 7-0-0, and 446 lb down and 150 lb up at 27-7-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-7=-70, 7-8=-70, 8-11=-70, 2-15=-20, 13-14=-20, 12-13=-20 Concentrated Loads (lb) Vert: 3=-162(B) 7=-374(B) 22=-704(B) 18=-421(B) 19=-50(B) 24=-162(B) 26=-162(B) 27=-162(B) 28=-162(B) 29=-162(B) 30=-162(B) 31=-162(B) 32=-162(B) 33=-162(B) 35=-162(B) 36=-162(B) 37=-162(B) 38=-162(B) 39=-50(B) 40=-50(B) 41=-50(B) 42=-50(B) 43=-50(B) 44=-50(B) 45=-50(B) 46=-50(B) 47=-50(B) 48=-50(B) 49=-50(B) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275286 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7Sh16HF_ptHv62ehSYtG_q0B2AFUrW?J3wpqSSz83cK Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12 22 21 20 19 18 17 16 15 14 13 24 25 26 27 28 29 2x4 ST1.5x8 STP 5x6 3x6 5x6 5x6 3x6 6x8 5x8 4x6 2x4 2x4 3x8 2x4 3x4 3x4 3x4 3x8 6x8 3x8 5x6 5x6 2x4 9-0-0 9-0-0 17-4-5 8-4-5 25-8-10 8-4-5 28-4-10 2-8-0 34-5-5 6-0-11 35-10-10 1-5-5 40-6-0 4-7-6 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 14-6-14 5-6-14 20-1-12 5-6-14 25-8-10 5-6-14 28-4-10 2-8-0 34-5-5 6-0-11 35-10-10 1-5-5 40-6-0 4-7-6 0-8-85-2-83-10-86-6-85-2-81-4-06-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-3-8,0-1-8], [18:0-4-0,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.75 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.69 0.23 0.43 (loc) 19-20 19-20 13 19-20 l/defl >999 >702 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 241 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-12: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-21,18-21: 2x4 SP No.1, 14-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-18,12-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-0-2 oc bracing. WEBS 1 Row at midpt 12-13, 6-22, 12-17 REACTIONS. (size)13=Mechanical, 2=0-7-10 Max Horz 2=246(LC 12) Max Uplift 13=-825(LC 12), 2=-929(LC 12) Max Grav 13=1814(LC 1), 2=1918(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3177/1904, 4-5=-2967/1763, 5-6=-2642/1685, 6-8=-3649/2202, 8-9=-3486/2098, 9-10=-3885/2271, 10-11=-4210/2403, 11-12=-2639/1466, 13-15=-1766/1008, 12-15=-1754/1005 BOT CHORD 2-22=-1839/2675, 20-22=-2048/3456, 19-20=-2234/3746, 18-19=-2452/4282, 17-18=-1466/2639 WEBS 4-22=-179/290, 5-22=-455/936, 6-22=-1164/634, 6-20=-141/434, 8-19=-512/297, 9-19=-725/1436, 10-19=-1357/746, 10-18=-921/622, 11-18=-1103/1848, 11-17=-1455/946, 12-17=-1686/3046 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 25-8-10, Exterior(2E) 25-8-10 to 28-4-10, Interior(1) 28-4-10 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=825, 2=929. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275287 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-3rooWzGELUXdMMo4ayvk3F5WSzsVJQpbWEJwXLz83cI Scale = 1:75.7 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 2x4 ST1.5x8 STP 5x8 5x8 5x6 6x8 6x8 4x4 4x4 4x6 2x4 2x4 5x6 3x4 2x4 3x4 3x8 2x4 3x6 5x6 5x6 3x4 5x6 5-7-12 5-7-12 11-0-0 5-4-4 17-4-5 6-4-5 23-8-10 6-4-5 26-4-10 2-8-0 33-6-0 7-1-6 35-10-10 2-4-10 40-6-0 4-7-6 -1-6-0 1-6-0 5-7-12 5-7-12 11-0-0 5-4-4 17-4-5 6-4-5 23-8-10 6-4-5 26-4-10 2-8-0 33-6-0 7-1-6 35-10-10 2-4-10 40-6-0 4-7-6 0-8-86-2-84-10-87-6-82-8-81-4-07-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [9:0-5-8,0-2-4], [10:0-3-0,0-1-8], [11:Edge,0-3-8], [15:0-3-0,0-1-12], [16:0-3-0,0-3-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.97 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.57 0.20 0.32 (loc) 17-18 17-18 11 17-18 l/defl >999 >855 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 252 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 5-7,7-8: 2x4 SP No.2, 8-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 2-19: 2x4 SP No.1, 12-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 10-15, 9-16 REACTIONS. (size)2=0-7-10, 11=Mechanical Max Horz 2=-271(LC 10) Max Uplift 2=-938(LC 12), 11=-817(LC 12) Max Grav 2=2232(LC 17), 11=2146(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3705/1977, 4-5=-3233/1853, 5-6=-3443/2139, 6-7=-3443/2139, 7-8=-3788/2293, 8-9=-4046/2417, 9-10=-3055/1681, 11-13=-2053/1116, 10-13=-1978/1115 BOT CHORD 2-21=-1756/3320, 20-21=-1756/3320, 18-20=-1465/2947, 17-18=-1803/3380, 16-17=-2238/4021, 15-16=-1375/2609, 14-15=-266/335, 13-14=-307/330 WEBS 4-20=-447/340, 5-20=-126/477, 5-18=-510/999, 6-18=-500/458, 7-18=-94/291, 7-17=-697/1412, 8-17=-1434/865, 9-15=-200/282, 10-15=-1204/2332, 8-16=-823/604, 9-16=-994/1743 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 11-0-0, Exterior(2R) 11-0-0 to 17-0-0, Interior(1) 17-0-0 to 23-8-10, Exterior(2E) 23-8-10 to 26-4-10, Interior(1) 26-4-10 to 33-6-0, Exterior(2R) 33-6-0 to 39-6-0, Interior(1) 39-6-0 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=938, 11=817. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275288 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-0EwYxfIUt6nLbfyThNxC8gAu?nbAnJru_Yo1bDz83cG Scale = 1:77.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 13 12 15 14 25 26 27 28 29 30 31 32 33 5x6 5x6 5x6 5x6 5x8 5x8 6x8 4x4 4x4 4x6 2x4 2x4 3x6 2x4 3x8 3x4 3x8 3x4 3x4 2x4 3x4 5x8 4x6 3x6 6-7-12 6-7-12 13-0-0 6-4-4 21-8-10 8-8-10 24-4-10 2-8-0 31-6-0 7-1-6 35-10-10 4-4-10 37-4-1 1-5-7 40-6-0 3-1-15 -1-6-0 1-6-0 6-7-12 6-7-12 13-0-0 6-4-4 17-4-5 4-4-5 21-8-10 4-4-5 24-4-10 2-8-0 31-6-0 7-1-6 35-10-10 4-4-10 37-4-1 1-5-7 40-6-0 3-1-15 0-8-87-2-85-10-88-6-82-8-81-4-08-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [4:0-3-0,0-3-0], [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [9:0-5-8,0-2-4], [13:0-3-8,0-2-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.83 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.60 0.20 0.25 (loc) 20-22 20-22 14 20 l/defl >999 >809 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,1-4: 2x4 SP No.1, 8-9: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 15-16: 2x4 SP No.3, 14-15: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-8-1 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-7 oc bracing. WEBS 1 Row at midpt 8-20, 9-19 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)2=0-7-10, 14=Mechanical Max Horz 2=-319(LC 10) Max Uplift 2=-900(LC 12), 14=-651(LC 12) Max Grav 2=2270(LC 17), 14=2323(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3753/1936, 4-5=-3140/1753, 5-6=-2783/1696, 6-7=-3072/1812, 7-8=-3432/1983, 8-9=-3649/2046, 9-10=-3221/1481, 10-11=-2770/1082, 12-14=-2218/957, 11-12=-2238/902 BOT CHORD 2-23=-1717/3411, 22-23=-1719/3407, 20-22=-1491/3073, 19-20=-1784/3662, 17-19=-1122/2754, 16-17=-937/2449, 13-16=-891/2455 WEBS 4-22=-642/454, 5-22=-413/1002, 6-22=-629/326, 6-20=-57/318, 7-20=-680/1336, 8-20=-1438/770, 8-19=-668/541, 9-19=-830/1195, 9-17=0/344, 10-17=-213/520, 10-13=-721/540, 11-13=-1050/2527 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 13-0-0, Exterior(2R) 13-0-0 to 19-0-0, Interior(1) 19-0-0 to 21-8-10, Exterior(2E) 21-8-10 to 24-4-10, Interior(1) 24-4-10 to 31-6-0, Exterior(2R) 31-6-0 to 37-4-1, Interior(1) 37-4-1 to 40-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 33-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=900, 14=651. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275289 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yc2JMLKlPj13qz6rpo_gD5FEabGvFELBRrH8g6z83cE Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 32 31 30 29 28 27 26 25 24 23 22 21 18 17 20 19 33 35 36 37 38 39 40 41 42 43 44 45 3x6 ST1.5x8 STP 5x8 5x6 5x6 5x6 5x8 6x8 4x12 3x4 4x6 3x4 3x6 3x4 6x8 5x12 3x4 3x8 7x10 7x10 6x8 4x6 5x8 4x6 3x6 4-1-0 4-1-0 7-8-10 3-7-10 10-7-10 2-11-0 15-0-0 4-4-6 19-8-10 4-8-10 22-4-10 2-8-0 27-0-2 4-7-8 28-10-4 1-10-2 29-6-0 0-7-12 37-1-12 7-7-12 40-6-0 3-4-4 -1-6-0 1-6-0 4-1-0 4-1-0 7-8-10 3-7-10 11-7-4 3-10-10 15-0-0 3-4-12 19-8-10 4-8-10 22-4-10 2-8-0 27-0-2 4-7-8 28-10-4 1-10-2 29-6-0 0-7-12 32-0-3 2-6-3 32-4-8 0-4-5 37-1-12 4-9-4 40-6-0 3-4-4 0-8-88-2-86-10-89-6-82-8-81-4-02-3-80-8-00-8-09-3-06.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [8:0-6-0,0-2-8], [9:0-3-0,0-2-0], [13:0-3-0,0-2-0], [18:0-3-8,0-2-8], [22:0-3-8,0-4-12], [24:0-4-0,Edge], [29:0-3-8,0-3-0], [32:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.87 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.67 0.21 0.28 (loc) 24-25 24-25 19 24-25 l/defl >999 >723 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 5-31,11-23: 2x4 SP No.3, 17-23: 2x6 SP M 26, 19-20: 2x4 SP No.2 24-26: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 29-32,16-19: 2x6 SP No.2, 22-24,16-18,20-21: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-2-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-12 oc bracing. Except: 9-5-0 oc bracing: 18-21 WEBS 1 Row at midpt 10-25 JOINTS 1 Brace at Jt(s): 18 REACTIONS. (size)2=0-7-10, 19=Mechanical Max Horz 2=-368(LC 10) Max Uplift 2=-880(LC 12), 19=-551(LC 12) Max Grav 2=2420(LC 18), 19=2799(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3981/1781, 4-5=-4633/2121, 5-7=-4756/2292, 7-8=-3441/1811, 8-9=-3244/1729, 9-10=-3635/1874, 10-11=-3734/1683, 11-12=-3711/1668, 12-13=-3197/1210, 13-14=-3008/1117, 14-15=-3813/1373, 15-16=-3703/1161, 17-19=-2698/835, 16-17=-2816/884 BOT CHORD 2-32=-1588/3612, 5-29=-409/321, 28-29=-1569/3629, 27-28=-1569/3629, 25-27=-1269/3174, 24-25=-1626/4000, 23-24=-399/0, 11-24=-401/288, 22-23=-340/291, 21-22=-1018/3277, 18-21=-1018/3277 WEBS 4-32=-669/338, 29-32=-1373/3543, 4-29=-291/816, 8-27=-440/971, 8-25=-140/640, 9-25=-572/1392, 10-25=-1773/770, 22-24=-713/3286, 12-24=-1240/1826, 22-33=-589/878, 12-33=-1460/1258, 14-33=-760/452, 15-18=-434/478, 16-18=-1073/3295, 13-33=-525/1376, 7-27=-881/572, 7-29=-491/1255, 10-24=-464/449 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 15-0-0, Exterior(2E) 15-0-0 to 22-4-10, Interior(1) 22-4-10 to 29-6-0, Exterior(2R) 29-6-0 to 35-6-0, Interior(1) 35-6-0 to 40-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 33-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275289 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:19 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yc2JMLKlPj13qz6rpo_gD5FEabGvFELBRrH8g6z83cE NOTES- 8) * 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, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 14-15, 14-33 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 21-22, 18-21 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=880, 19=551. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275290 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-MBjR_MMdiePdhRqQUxXNrjtlgoHqSZbd7pVoHRz83cB Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 33 32 31 30 29 28 27 26 25 24 23 22 21 20 17 16 19 18 34 36 37 38 39 40 41 42 43 44 45 46 3x6 ST1.5x8 STP 5x6 5x6 7x10 6x8 5x8 6x8 4x12 3x4 5x6 WB 3x6 3x4 5x8 7x10 3x6 5x6 3x6 6x8 7x10 5x8 4x6 5x12 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 17-0-0 6-4-6 17-8-10 0-8-10 20-4-10 2-8-0 27-0-2 6-7-8 28-10-4 1-10-2 37-1-12 8-3-8 40-6-0 3-4-4 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 12-4-5 4-7-11 17-0-0 4-7-11 17-8-10 0-8-10 20-4-10 2-8-0 27-0-2 6-7-8 27-6-0 0-5-14 28-10-4 1-4-4 31-4-11 2-6-7 32-4-8 0-11-13 37-1-12 4-9-4 40-6-0 3-4-4 0-8-89-2-87-10-810-6-82-8-81-4-02-3-80-8-00-8-010-3-06.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [8:0-3-0,0-2-0], [9:0-3-0,0-2-0], [10:0-5-4,0-3-8], [11:0-4-0,0-1-15], [17:0-3-8,0-2-8], [21:0-3-8,0-4-12], [24:0-5-4,0-2-8], [30:0-4-0,Edge], [33:0-3-8,0-1-12] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.68 0.23 0.25 (loc) 28-29 28-29 18 28-29 l/defl >999 >712 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 318 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x6 SP No.2, 11-15: 2x4 SP M 31, 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 5-32,11-22: 2x4 SP No.3, 26-30: 2x4 SP M 31, 16-23: 2x6 SP M 26 18-19: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 30-33,15-18: 2x6 SP No.2 13-34,12-21,14-17,15-17,21-24: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. Except: 6-0-0 oc bracing: 22-24 10-0-0 oc bracing: 17-20 WEBS 1 Row at midpt 7-28, 10-27, 10-24 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)2=0-7-10, 18=Mechanical Max Horz 2=-417(LC 10) Max Uplift 2=-879(LC 12), 18=-549(LC 12) Max Grav 2=2442(LC 18), 18=2820(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4013/1665, 4-5=-4734/1966, 5-7=-4873/2131, 7-8=-3234/1585, 8-9=-2870/1509, 9-10=-3241/1650, 10-11=-3259/1417, 11-12=-3666/1560, 12-13=-3429/1190, 13-14=-3808/1283, 14-15=-3633/1038, 16-18=-2721/792, 15-16=-2722/770 BOT CHORD 2-33=-1489/3676, 32-33=-262/160, 30-32=0/272, 5-30=-435/311, 29-30=-1419/3609, 28-29=-1419/3609, 27-28=-1023/2992, 25-27=-1312/3599, 24-25=-1311/3603, 22-24=-521/0, 11-24=-569/1459, 21-22=-260/186, 20-21=-918/3233, 17-20=-918/3233 WEBS 4-33=-706/305, 30-33=-1248/3739, 4-30=-244/880, 7-30=-472/1420, 7-28=-1017/640, 8-28=-439/1297, 9-27=-759/1328, 10-27=-1923/797, 10-24=-520/412, 21-34=-562/831, 12-34=-554/844, 14-17=-580/501, 15-17=-953/3240, 21-24=-686/3363, 12-24=-537/314 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 17-0-0, Exterior(2E) 17-0-0 to 20-4-10, Interior(1) 20-4-10 to 27-6-0, Exterior(2R) 27-6-0 to 33-6-0, Interior(1) 33-6-0 to 40-3-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 33-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275290 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:22 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-MBjR_MMdiePdhRqQUxXNrjtlgoHqSZbd7pVoHRz83cB NOTES- 8) * 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, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 13-14, 13-34 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 20-21, 17-20 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=879, 18=549. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275291 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-IarCP2NtEFgLxk_pcLZrw8z55cx4wTcwb7_vLJz83c9 Scale = 1:78.3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 19 18 21 20 34 36 37 38 39 40 41 42 43 44 45 3x6 ST1.5x8 STP 5x6 5x6 3x6 6x8 4x12 4x6 4x6 3x4 3x6 3x4 6x8 7x10 3x6 3x8 3x4 3x8 7x10 7x10 3x4 5x8 4x6 5x8 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 16-4-0 5-8-6 25-6-0 9-2-0 27-0-2 1-6-2 28-10-4 1-10-2 37-1-12 8-3-8 40-6-0 3-4-4 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 12-0-5 4-3-11 16-4-0 4-3-11 20-11-0 4-7-0 25-6-0 4-7-0 27-0-2 1-6-2 28-10-4 1-10-2 31-4-11 2-6-7 32-4-8 0-11-13 37-1-12 4-9-4 40-6-0 3-4-4 0-8-88-10-810-2-82-8-81-4-02-3-80-8-00-8-09-11-06.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [8:0-3-0,0-2-0], [10:0-3-0,0-2-0], [19:0-3-8,0-2-8], [23:0-3-8,0-4-12], [25:0-6-12,0-4-12], [30:0-4-4,Edge], [33:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 1.00 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.57 0.21 0.24 (loc) 28-29 28-29 20 28-29 l/defl >999 >847 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 314 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1, 13-17: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 5-32,11-24: 2x4 SP No.3, 27-30: 2x4 SP M 31, 18-24: 2x6 SP M 26 20-21: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 30-33,16-20: 2x6 SP No.2, 23-25,16-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 19-22 WEBS 1 Row at midpt 9-28, 9-26 JOINTS 1 Brace at Jt(s): 19 REACTIONS. (size)2=0-7-10, 20=Mechanical Max Horz 2=-428(LC 10) Max Uplift 2=-878(LC 12), 20=-690(LC 12) Max Grav 2=2453(LC 18), 20=2951(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4037/1597, 4-5=-4731/1867, 5-7=-4861/2046, 7-8=-3360/1497, 8-9=-2988/1410, 9-10=-2968/1307, 10-11=-3269/1392, 11-12=-3638/1504, 12-14=-3429/1089, 14-15=-3801/1204, 15-16=-3625/946, 18-20=-2852/902, 16-18=-2864/874 BOT CHORD 2-33=-1314/3704, 5-30=-422/336, 29-30=-1204/3691, 28-29=-1204/3691, 26-28=-871/3142, 25-26=-797/3106, 24-25=-436/0, 11-25=-384/1115, 23-24=-202/453, 22-23=-797/3214, 19-22=-797/3214 WEBS 4-33=-682/281, 30-33=-1118/3652, 4-30=-211/854, 7-30=-503/1326, 7-28=-958/591, 8-28=-416/1184, 9-28=-369/120, 9-26=-326/338, 10-26=-387/1176, 11-26=-799/230, 23-25=-601/2938, 12-25=-754/95, 23-34=-420/687, 12-34=-412/701, 15-19=-582/499, 16-19=-905/3279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 16-4-0, Exterior(2R) 16-4-0 to 24-9-13, Interior(1) 24-9-13 to 25-6-0, Exterior(2R) 25-6-0 to 33-11-13, Interior(1) 33-11-13 to 41-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 33-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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, with BCDL = 10.0psf. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss A7 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275291 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:24 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-IarCP2NtEFgLxk_pcLZrw8z55cx4wTcwb7_vLJz83c9 NOTES- 9) Ceiling dead load (5.0 psf) on member(s). 14-15, 14-34 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 22-23, 19-22 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=878, 20=690. 13) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275292 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FyzyqkP8ltw3A28BjmcJ?Z2R9PdLOPmD2RT0QCz83c7 Scale = 1:80.6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 27 26 25 24 23 22 21 20 19 18 17 16 28 31 32 33 34 35 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x6 6x8 4x12 3x4 4x6 5x6 WB 3x4 6x8 7x10 3x4 3x4 3x4 3x8 3x8 3x6 7x10 5x8 WB 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 13-0-5 2-4-11 18-4-0 5-3-11 23-6-0 5-2-0 28-10-4 5-4-4 37-1-12 8-3-8 40-6-0 3-4-4 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 13-0-5 5-3-11 18-4-0 5-3-11 23-6-0 5-2-0 28-10-4 5-4-4 31-0-8 2-2-4 31-8-3 0-7-11 37-1-12 5-5-9 40-6-0 3-4-4 42-0-0 1-6-0 0-8-89-10-80-8-80-8-00-3-80-8-09-10-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [8:0-6-0,0-2-8], [9:0-3-0,0-2-0], [14:Edge,0-4-0], [17:0-4-4,0-1-8], [24:0-4-0,0-3-0], [27:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.95 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.57 0.17 0.23 (loc) 16-17 16-17 14 23 l/defl >999 >849 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 282 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1, 11-15: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 *Except* 5-26: 2x4 SP No.3, 14-18: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 24-27: 2x6 SP No.2, 10-17: 2x4 SP No.1 OTHERS 2x4 SP No.3 WEDGE Right: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-3-0 oc bracing. WEBS 1 Row at midpt 7-20, 8-19, 10-19 REACTIONS. (size)2=0-7-10, 14=0-7-10 Max Horz 2=-472(LC 10) Max Uplift 2=-879(LC 12), 14=-714(LC 12) Max Grav 2=2401(LC 18), 14=2845(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3940/1550, 4-5=-4476/1796, 5-7=-3770/1605, 7-8=-2973/1376, 8-9=-2577/1265, 9-10=-2931/1325, 10-12=-3632/1185, 12-13=-4137/1292, 13-14=-4287/1109 BOT CHORD 2-27=-1257/3651, 26-27=-171/317, 5-24=-52/405, 23-24=-1446/4320, 22-23=-1446/4320, 20-22=-1093/3544, 19-20=-679/2781, 17-19=-848/3447, 16-17=-885/3537, 14-16=-885/3537 WEBS 4-27=-550/258, 24-27=-1100/3379, 4-24=-192/710, 5-22=-924/420, 7-22=-205/788, 7-20=-1188/639, 8-20=-417/1116, 8-19=-272/285, 9-19=-301/1027, 10-19=-1614/326, 17-28=0/1044, 10-28=0/1060, 12-28=-376/144, 13-16=-72/363NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 18-4-0, Exterior(2E) 18-4-0 to 23-6-0, Exterior(2R) 23-6-0 to 32-0-1, Interior(1) 32-0-1 to 41-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) 200.0lb AC unit load placed on the bottom chord, 33-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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, with BCDL = 10.0psf. 9) Ceiling dead load (5.0 psf) on member(s). 12-13, 12-28 Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275292 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:26 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FyzyqkP8ltw3A28BjmcJ?Z2R9PdLOPmD2RT0QCz83c7 NOTES- 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 16-17 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=879, 14=714. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275293 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yuZkx9XPPxAeNav6JtnfPgS87R28kwQhL?uYldz83bz Scale = 1:82.0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 25 24 23 22 21 20 19 18 17 16 15 28 29 30 31 32 33 34 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 6x8 5x8 2x4 2x4 4x6 4x6 6x8 4x4 4x4 3x4 6x8 7x10 3x4 3x4 3x4 3x4 3x4 3x4 5x6 2x4 2x4 5x6 WB 2x4 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 14-3-13 3-8-3 19-11-8 5-7-11 21-10-8 1-11-0 31-0-8 9-2-0 40-6-0 9-5-8 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 14-3-13 6-7-3 19-11-8 5-7-11 21-10-8 1-11-0 27-11-13 6-1-5 34-1-3 6-1-5 40-6-0 6-4-13 42-0-0 1-6-0 0-8-810-8-40-8-80-8-010-8-46.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [6:0-3-0,Edge], [8:0-3-0,0-2-0], [9:0-3-0,0-2-0], [11:0-3-0,0-3-0], [13:0-4-9,Edge], [22:0-4-0,0-3-0], [25:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.92 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.72 0.19 0.28 (loc) 15-17 15-17 13 20-21 l/defl >999 >672 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 5-24: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 22-25: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-2-6, Right 2x6 SP No.2 -t 3-6-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-2 oc bracing. WEBS 1 Row at midpt 5-20, 7-18, 10-17 REACTIONS. (size)2=0-7-10, 13=0-7-10 Max Horz 2=-511(LC 10) Max Uplift 2=-939(LC 12), 13=-939(LC 12) Max Grav 2=2303(LC 17), 13=2265(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3751/1624, 4-5=-4282/1881, 5-7=-3391/1634, 7-8=-2496/1416, 8-9=-2186/1338, 9-10=-2546/1407, 10-11=-3465/1647, 11-13=-3718/1697 BOT CHORD 2-25=-1312/3515, 5-22=-41/443, 21-22=-1541/4196, 20-21=-1541/4197, 18-20=-1102/3211, 17-18=-656/2348, 15-17=-1075/2718, 13-15=-1329/3138 WEBS 4-25=-542/264, 22-25=-1129/3342, 4-22=-227/708, 5-20=-1112/510, 7-20=-207/888, 7-18=-1362/708, 8-18=-461/856, 9-17=-394/902, 10-17=-1041/619, 10-15=-144/694, 11-15=-315/320 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 19-11-8, Exterior(2E) 19-11-8 to 21-10-8, Exterior(2R) 21-10-8 to 30-4-5, Interior(1) 30-4-5 to 41-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=939, 13=939. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275294 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-uGhULrYfxZQMcu2VQIp7V5YVdFjWCop_pJNeqVz83bx Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 25 2627 28 29 30 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x8 6x8 8x12 5x6 6x8 5x8 2x4 2x4 4x6 4x6 3x4 6x8 7x10 3x4 3x4 3x8 3x4 2x4 2x4 4x6 2x4 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 14-3-13 3-8-3 20-11-0 6-7-3 28-6-4 7-7-4 36-1-8 7-7-4 40-4-0 4-2-8 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 14-3-13 6-7-3 20-11-0 6-7-3 28-6-4 7-7-4 36-1-8 7-7-4 40-4-0 4-2-8 0-8-83-6-1211-2-02-10-122-8-00-8-03-6-126.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [6:0-3-0,Edge], [9:0-4-0,0-3-4], [10:0-5-4,0-3-0], [11:0-5-4,Edge], [20:0-4-0,0-3-4], [23:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.99 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.51 0.14 0.29 (loc) 18-19 18-19 26 18-19 l/defl >999 >948 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 262 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP M 31, 1-6,8-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-22: 2x4 SP No.3, 12-14,17-20: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12: 2x6 SP M 26, 20-23: 2x6 SP No.2 OTHERS 2x4 SP No.3 *Except* 11-25: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 2-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-16, 8-16, 9-16 REACTIONS. (size)2=0-7-10, 26=0-5-10 Max Horz 2=-468(LC 10) Max Uplift 2=-925(LC 12), 26=-794(LC 12) Max Grav 2=2290(LC 17), 26=2000(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3732/1630, 4-5=-4249/1912, 5-7=-3354/1640, 7-8=-2385/1394, 8-9=-2459/1386, 9-10=-3158/1538, 10-11=-484/228, 12-25=-872/1940, 11-25=-872/1940 BOT CHORD 2-23=-1543/3465, 5-20=-56/451, 19-20=-1794/4131, 18-19=-1794/4132, 16-18=-1363/3150, 15-16=-1257/2710, 13-15=-1346/2922, 12-13=-1341/2932 WEBS 4-23=-530/304, 20-23=-1381/3336, 4-20=-257/694, 5-18=-1108/517, 7-18=-198/851, 7-16=-1381/735, 8-16=-800/1685, 9-16=-1127/626, 9-15=0/410, 10-12=-3088/1404, 11-26=-2622/1216 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 39-6-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=925, 26=794.June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275295 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-MSFtZAZIhsYDE2dh_?LM1J4eXf3KxFn72z7CMyz83bw Scale = 1:86.3 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 4x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 10x14 3x4 6x8 5x8 2x4 2x4 4x6 4x6 3x4 6x8 7x10 3x4 3x4 3x8 3x4 3x4 5x6 2x4 4x6 2x4 6x8 4-0-1 4-0-1 7-8-10 3-8-9 10-7-10 2-11-0 14-3-13 3-8-3 20-11-0 6-7-3 27-6-3 6-7-3 34-1-8 6-7-5 40-4-0 6-2-8 -1-6-0 1-6-0 4-0-1 4-0-1 7-8-10 3-8-9 14-3-13 6-7-3 20-11-0 6-7-3 27-6-3 6-7-3 34-1-8 6-7-5 40-4-0 6-2-8 0-8-84-6-1211-2-03-10-122-8-00-8-04-6-126.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [6:0-3-0,Edge], [11:0-3-12,Edge], [12:Edge,0-1-8], [20:0-4-0,0-3-4], [23:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.92 0.95 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.52 0.20 0.30 (loc) 18-19 18-19 26 18-19 l/defl >999 >923 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 269 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-22: 2x4 SP No.3, 17-20,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.1, 20-23: 2x6 SP No.2, 11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 11-25: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 2-2-6 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-16, 8-16, 9-16 REACTIONS. (size)2=0-7-10, 26=0-5-10 Max Horz 2=-447(LC 10) Max Uplift 2=-920(LC 12), 26=-804(LC 12) Max Grav 2=2296(LC 17), 26=1973(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3744/1618, 4-5=-4259/1910, 5-7=-3368/1633, 7-8=-2395/1385, 8-9=-2448/1386, 9-10=-2998/1508, 10-11=-2864/1354 BOT CHORD 2-23=-1596/3460, 5-20=-61/448, 19-20=-1855/4124, 18-19=-1855/4125, 16-18=-1420/3147, 15-16=-1245/2634, 13-15=-1391/2926, 12-13=-162/332 WEBS 4-23=-529/313, 20-23=-1433/3326, 4-20=-265/693, 5-18=-1104/520, 7-18=-199/855, 7-16=-1387/740, 8-16=-815/1707, 9-16=-1051/587, 9-15=-20/468, 10-15=-388/172, 10-13=-1536/896, 11-13=-1441/3059, 11-26=-2082/993 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 39-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=920, 26=804.June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275296 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JrNd_sbYDUpxTLn45QNq6kA_hSkDP9pQVHcIRqz83bu Scale = 1:90.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 23 24 25 26 27 28 29 30 31 32 33 34 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x12 3x6 4x4 2x4 5x8 4x6 3x4 2x4 5x8 4x6 2x4 5x8 6x8 2x4 3x4 4x6 3x8 2x4 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 27-3-0 2-8-6 32-3-0 5-0-0 35-11-14 3-8-14 37-3-0 1-3-2 40-4-0 3-1-0 42-3-0 1-11-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 29-2-9 4-7-15 32-3-0 3-0-7 35-11-14 3-8-14 40-4-0 4-4-2 42-3-0 1-11-0 0-8-85-6-011-2-04-10-02-8-00-8-05-6-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [13:0-5-4,0-3-0], [20:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.99 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.31 0.13 0.14 (loc) 17-18 15-17 24 15-17 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 281 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 8-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 9-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-15,13-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 *Except* 13-23: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-5-8 oc bracing. Except: 6-0-0 oc bracing: 9-17 WEBS 1 Row at midpt 5-18, 7-18, 8-18, 8-17, 5-20, 12-14 REACTIONS. (size)2=0-7-10, 20=0-7-10, 24=0-5-10 Max Horz 2=-427(LC 10) Max Uplift 2=-215(LC 12), 20=-1075(LC 12), 24=-643(LC 12) Max Grav 2=501(LC 23), 20=3279(LC 17), 24=1950(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-546/91, 4-5=-218/455, 5-7=-2038/961, 7-8=-2120/1214, 8-9=-2887/1521, 9-10=-2659/1251, 10-11=-3228/1419, 11-12=-2805/1202 BOT CHORD 2-21=-226/462, 20-21=-226/462, 9-17=-772/585, 17-18=-711/1785, 15-17=-1153/2632, 14-15=-765/1622 WEBS 5-18=-964/2296, 7-18=-882/687, 8-18=-400/52, 8-17=-824/1657, 11-15=-1616/780, 19-20=-2843/1333, 5-19=-2754/1359, 4-20=-690/337, 14-23=-812/1882, 13-23=-812/1882, 10-17=-578/337, 10-15=-159/484, 12-15=-720/1907, 12-14=-2274/1069, 13-24=-1982/917 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 4-6-12, Interior(1) 4-6-12 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 39-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=215, 20=1075, 24=643. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275296 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:41 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JrNd_sbYDUpxTLn45QNq6kA_hSkDP9pQVHcIRqz83bu NOTES- 9) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681 lb down and 260 lb up at 18-11-0, and 681 lb down and 260 lb up at 22-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-11=-70, 11-13=-70, 2-20=-20, 17-19=-20, 14-17=-20 Concentrated Loads (lb) Vert: 27=-620(F) 28=-620(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-11=-60, 11-13=-60, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Concentrated Loads (lb) Vert: 27=-564(F) 28=-564(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-11=-30, 11-13=-30, 2-20=-40, 17-19=-40, 14-17=-40 Concentrated Loads (lb) Vert: 27=-509(F) 28=-509(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=118, 2-25=66, 8-25=53, 8-29=78, 11-29=53, 11-13=53, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-128, 2-25=-76, 8-25=-63, 8-29=88, 11-29=63 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 27=260(F) 28=260(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-26=53, 8-26=78, 8-11=53, 11-30=53, 13-30=66, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-51, 2-26=-63, 8-26=-88, 8-11=63 Drag: 11-30=-0, 12-30=-0 Concentrated Loads (lb) Vert: 27=260(F) 28=260(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-8=-61, 8-11=-61, 11-13=-61, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=-19, 2-8=31, 8-11=-31 Drag: 11-12=0 Concentrated Loads (lb) Vert: 27=-569(F) 28=-569(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-8=-61, 8-11=-61, 11-13=-61, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=19, 2-8=31, 8-11=-31 Drag: 11-12=0 Concentrated Loads (lb) Vert: 27=-569(F) 28=-569(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-8=12, 8-11=34, 11-13=18, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-54, 2-8=-22, 8-11=44 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 27=14(F) 28=14(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 2-8=34, 8-11=12, 11-13=51, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-33, 2-8=-44, 8-11=22 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 27=105(F) 28=105(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-8=-58, 8-11=-9, 11-13=-32, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=16, 2-8=28, 8-11=21 Concentrated Loads (lb) Vert: 27=-553(F) 28=-553(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-8=-9, 8-11=-58, 11-13=-32, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=-33, 2-8=-21, 8-11=-28 Concentrated Loads (lb) Vert: 27=-553(F) 28=-553(F) Continued on page 3 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275296 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:41 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JrNd_sbYDUpxTLn45QNq6kA_hSkDP9pQVHcIRqz83bu LOAD CASE(S) Standard 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-8=51, 8-11=51, 11-13=51, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-93, 2-8=-61, 8-11=61 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 27=105(F) 28=105(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-8=18, 8-11=18, 11-13=18, 2-20=-10, 17-19=-10, 14-17=-10 Horz: 1-2=-60, 2-8=-28, 8-11=28 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 27=-76(F) 28=-76(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-11=-32, 11-13=-32, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=-10, 2-8=2, 8-11=-2 Concentrated Loads (lb) Vert: 27=-462(F) 28=-462(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-11=-32, 11-13=-32, 2-20=-20, 17-19=-20, 14-17=-20 Horz: 1-2=-10, 2-8=2, 8-11=-2 Concentrated Loads (lb) Vert: 27=-462(F) 28=-462(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-11=-30, 11-13=-30, 2-20=-40, 19-31=-40, 31-32=-60, 17-32=-40, 17-33=-40, 33-34=-60, 14-34=-40 Concentrated Loads (lb) Vert: 27=-398(F) 28=-398(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-72, 2-8=-81, 8-11=-44, 11-13=-61, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Horz: 1-2=12, 2-8=21, 8-11=16 Concentrated Loads (lb) Vert: 27=-681(F) 28=-681(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-8=-44, 8-11=-81, 11-13=-61, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Horz: 1-2=-25, 2-8=-16, 8-11=-21 Concentrated Loads (lb) Vert: 27=-681(F) 28=-681(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-11=-61, 11-13=-61, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Horz: 1-2=-7, 2-8=1, 8-11=-1 Concentrated Loads (lb) Vert: 27=-612(F) 28=-612(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-11=-61, 11-13=-61, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Horz: 1-2=-7, 2-8=1, 8-11=-1 Concentrated Loads (lb) Vert: 27=-612(F) 28=-612(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-11=-30, 11-13=-30, 2-20=-20, 17-19=-20, 14-17=-20 Concentrated Loads (lb) Vert: 27=-620(F) 28=-620(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-11=-70, 11-13=-70, 2-20=-20, 17-19=-20, 14-17=-20 Concentrated Loads (lb) Vert: 27=-620(F) 28=-620(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-11=-30, 11-13=-30, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Concentrated Loads (lb) Vert: 27=-564(F) 28=-564(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-11=-60, 11-13=-60, 2-20=-35, 19-31=-35, 31-32=-50, 17-32=-35, 17-33=-35, 33-34=-50, 14-34=-35 Continued on page 4 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275296 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:41 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JrNd_sbYDUpxTLn45QNq6kA_hSkDP9pQVHcIRqz83bu LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 27=-564(F) 28=-564(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275297 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FEVNPYcol53fjfxSDrPIB9FJYGQxt3jjza5PVjz83bs Scale = 1:86.5 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 3x6 4x4 3x4 5x8 4x6 6x8 5x12 6x8 10x14 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 27-3-0 2-8-6 30-3-0 3-0-0 34-11-14 4-8-14 37-3-0 2-3-2 40-3-0 3-0-0 40-4-0 0-1-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 30-3-0 5-8-6 34-11-14 4-8-14 40-3-0 5-3-2 40-4-0 0-1-0 0-8-86-6-011-2-02-8-05-9-81-0-01-0-06-6-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [12:0-10-4,Edge], [15:0-3-8,0-2-12], [17:0-5-0,0-2-0], [20:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.97 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.37 0.18 0.14 (loc) 17-18 17-18 27 9 l/defl >999 >955 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 296 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 10-15,11-14,12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-26: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-4-13 oc bracing. Except: 1 Row at midpt 9-17 WEBS 1 Row at midpt 5-18, 8-18, 8-17, 10-14, 5-20 REACTIONS. (size)2=0-7-10, 20=0-7-10, 27=0-5-10 Max Horz 2=-406(LC 10) Max Uplift 2=-201(LC 12), 20=-1083(LC 12), 27=-650(LC 12) Max Grav 2=552(LC 18), 20=3199(LC 17), 27=1924(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-676/78, 4-5=-293/362, 5-7=-2337/1055, 7-8=-2419/1308, 8-9=-3226/1668, 9-10=-2980/1366, 10-11=-1628/752, 11-12=-1628/752 BOT CHORD 2-21=-271/543, 20-21=-271/543, 17-18=-840/1992, 9-17=-852/653, 14-15=-1197/2692 WEBS 5-18=-1027/2360, 7-18=-880/689, 8-17=-911/1777, 15-17=-1164/2660, 10-15=-305/264, 10-14=-1636/712, 11-14=-381/329, 12-14=-1039/2273, 19-20=-2769/1337, 5-19=-2684/1362, 4-20=-678/337, 12-27=-1942/918 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 4-6-12, Interior(1) 4-6-12 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 39-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=201, 20=1083, 27=650. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275297 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:43 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FEVNPYcol53fjfxSDrPIB9FJYGQxt3jjza5PVjz83bs NOTES- 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681 lb down and 260 lb up at 18-11-0, and 681 lb down and 260 lb up at 22-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-10=-70, 10-12=-70, 2-20=-20, 17-19=-20, 13-16=-20 Concentrated Loads (lb) Vert: 30=-620(F) 31=-620(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-60, 10-12=-60, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Concentrated Loads (lb) Vert: 30=-564(F) 31=-564(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-30, 10-12=-30, 2-20=-40, 17-19=-40, 13-16=-40 Concentrated Loads (lb) Vert: 30=-509(F) 31=-509(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=118, 2-28=66, 8-28=53, 8-32=78, 10-32=53, 10-12=53, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-128, 2-28=-76, 8-28=-63, 8-32=88, 10-32=63 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 30=260(F) 31=260(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-29=53, 8-29=78, 8-10=53, 10-33=53, 12-33=66, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-51, 2-29=-63, 8-29=-88, 8-10=63 Drag: 10-33=-0, 11-33=-0 Concentrated Loads (lb) Vert: 30=260(F) 31=260(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-8=-61, 8-10=-61, 10-12=-61, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=-19, 2-8=31, 8-10=-31 Drag: 10-11=0 Concentrated Loads (lb) Vert: 30=-569(F) 31=-569(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-8=-61, 8-10=-61, 10-12=-61, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=19, 2-8=31, 8-10=-31 Drag: 10-11=0 Concentrated Loads (lb) Vert: 30=-569(F) 31=-569(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-8=12, 8-10=34, 10-12=18, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-54, 2-8=-22, 8-10=44 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 30=14(F) 31=14(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 2-8=34, 8-10=12, 10-12=51, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-33, 2-8=-44, 8-10=22 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 30=105(F) 31=105(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-8=-58, 8-10=-9, 10-12=-32, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=16, 2-8=28, 8-10=21 Concentrated Loads (lb) Vert: 30=-553(F) 31=-553(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-8=-9, 8-10=-58, 10-12=-32, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=-33, 2-8=-21, 8-10=-28 Concentrated Loads (lb) Vert: 30=-553(F) 31=-553(F) Continued on page 3 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275297 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:43 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FEVNPYcol53fjfxSDrPIB9FJYGQxt3jjza5PVjz83bs LOAD CASE(S) Standard 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-8=51, 8-10=51, 10-12=51, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-93, 2-8=-61, 8-10=61 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 30=105(F) 31=105(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-8=18, 8-10=18, 10-12=18, 2-20=-10, 17-19=-10, 13-16=-10 Horz: 1-2=-60, 2-8=-28, 8-10=28 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 30=-76(F) 31=-76(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-10=-32, 10-12=-32, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2 Concentrated Loads (lb) Vert: 30=-462(F) 31=-462(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-10=-32, 10-12=-32, 2-20=-20, 17-19=-20, 13-16=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2 Concentrated Loads (lb) Vert: 30=-462(F) 31=-462(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-30, 10-12=-30, 2-20=-40, 19-34=-40, 34-35=-60, 17-35=-40, 13-16=-40 Concentrated Loads (lb) Vert: 30=-398(F) 31=-398(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-72, 2-8=-81, 8-10=-44, 10-12=-61, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Horz: 1-2=12, 2-8=21, 8-10=16 Concentrated Loads (lb) Vert: 30=-681(F) 31=-681(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-8=-44, 8-10=-81, 10-12=-61, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Horz: 1-2=-25, 2-8=-16, 8-10=-21 Concentrated Loads (lb) Vert: 30=-681(F) 31=-681(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-10=-61, 10-12=-61, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1 Concentrated Loads (lb) Vert: 30=-612(F) 31=-612(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-10=-61, 10-12=-61, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1 Concentrated Loads (lb) Vert: 30=-612(F) 31=-612(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-10=-30, 10-12=-30, 2-20=-20, 17-19=-20, 13-16=-20 Concentrated Loads (lb) Vert: 30=-620(F) 31=-620(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-70, 10-12=-70, 2-20=-20, 17-19=-20, 13-16=-20 Concentrated Loads (lb) Vert: 30=-620(F) 31=-620(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-30, 10-12=-30, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Concentrated Loads (lb) Vert: 30=-564(F) 31=-564(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-60, 10-12=-60, 2-20=-35, 19-34=-35, 34-35=-50, 17-35=-35, 13-16=-35 Concentrated Loads (lb) Vert: 30=-564(F) 31=-564(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275298 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-Bcc8pEe2HiJMyz5rKGRmHaKe735WL_c0QuaWabz83bq Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 27 28 29 30 31 32 33 34 35 36 37 38 39 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 5x6 4x12 3x6 4x4 5x6 3x4 5x8 4x6 4x12 5x12 5x8 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 27-3-0 2-8-6 28-3-0 1-0-0 33-4-12 5-1-12 37-3-0 3-10-4 38-3-0 1-0-0 40-4-0 2-1-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 28-3-0 3-8-6 33-4-12 5-1-12 38-3-0 4-10-4 40-4-0 2-1-0 0-8-87-6-011-2-05-9-82-8-01-0-01-0-07-6-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [12:0-3-0,0-2-0], [13:0-6-12,Edge], [16:0-3-8,0-2-0], [18:0-5-8,0-2-0], [21:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.97 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.37 0.13 0.14 (loc) 18-19 18-19 28 9-18 l/defl >999 >968 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 309 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP No.1, 8-10: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 9-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 13-27: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-1 oc bracing. WEBS 1 Row at midpt 5-19, 8-19, 8-18, 10-15, 12-15, 5-21, 12-14 REACTIONS. (size)2=0-7-10, 21=0-7-10, 28=0-5-10 Max Horz 2=424(LC 12) Max Uplift 2=-191(LC 12), 21=-1092(LC 12), 28=-651(LC 12) Max Grav 2=551(LC 23), 21=3211(LC 17), 28=1956(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-670/66, 4-5=-284/356, 5-7=-2322/1049, 7-8=-2402/1303, 8-9=-3180/1642, 9-10=-2922/1402, 10-11=-1733/882, 11-12=-1733/883, 14-27=-922/1799, 13-27=-922/1799 BOT CHORD 2-22=-272/542, 21-22=-272/542, 18-19=-870/2006, 9-18=-757/559, 15-16=-1175/2522, 14-15=-282/538 WEBS 5-19=-1054/2373, 7-19=-878/686, 8-18=-882/1727, 16-18=-1160/2598, 10-16=-540/347, 10-15=-1299/592, 11-15=-410/404, 12-15=-936/1981, 20-21=-2781/1362, 5-20=-2697/1387, 4-21=-677/338, 12-14=-1695/958, 13-28=-1974/979 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 4-6-12, Interior(1) 4-6-12 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 38-3-0, Exterior(2E) 38-3-0 to 39-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 28 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275298 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:45 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-Bcc8pEe2HiJMyz5rKGRmHaKe735WL_c0QuaWabz83bq NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=191, 21=1092, 28=651. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 681 lb down and 260 lb up at 18-11-0, and 681 lb down and 260 lb up at 22-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-10=-70, 10-12=-70, 12-13=-70, 2-21=-20, 18-20=-20, 14-17=-20 Concentrated Loads (lb) Vert: 31=-620(F) 32=-620(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-60, 10-12=-60, 12-13=-60, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Concentrated Loads (lb) Vert: 31=-564(F) 32=-564(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-30, 10-12=-30, 12-13=-30, 2-21=-40, 18-20=-40, 14-17=-40 Concentrated Loads (lb) Vert: 31=-509(F) 32=-509(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=118, 2-29=66, 8-29=53, 8-33=78, 10-33=53, 10-12=53, 12-13=66, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-128, 2-29=-76, 8-29=-63, 8-33=88, 10-33=63, 12-13=76 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 31=260(F) 32=260(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-30=53, 8-30=78, 8-10=53, 10-35=53, 12-35=78, 12-13=53, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-51, 2-30=-63, 8-30=-88, 8-10=63, 12-13=63 Drag: 10-35=-0, 11-35=-0 Concentrated Loads (lb) Vert: 31=260(F) 32=260(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-8=-61, 8-10=-61, 10-12=-61, 12-13=-61, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=-19, 2-8=31, 8-10=-31, 12-13=-31 Drag: 10-11=0 Concentrated Loads (lb) Vert: 31=-569(F) 32=-569(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-8=-61, 8-10=-61, 10-12=-61, 12-13=-61, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=19, 2-8=31, 8-10=-31, 12-13=-31 Drag: 10-11=0 Concentrated Loads (lb) Vert: 31=-569(F) 32=-569(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-8=12, 8-10=34, 10-34=29, 12-34=18, 12-13=34, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-54, 2-8=-22, 8-10=44, 12-13=44 Drag: 10-34=-0, 11-34=-0 Concentrated Loads (lb) Vert: 31=14(F) 32=14(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 2-8=34, 8-10=12, 10-12=51, 12-13=12, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-33, 2-8=-44, 8-10=22, 12-13=22 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 31=105(F) 32=105(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-8=-58, 8-10=-9, 10-12=-32, 12-13=-9, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=16, 2-8=28, 8-10=21, 12-13=21 Concentrated Loads (lb) Vert: 31=-553(F) 32=-553(F) 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-8=-9, 8-10=-58, 10-12=-32, 12-13=-58, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=-33, 2-8=-21, 8-10=-28, 12-13=-28 Concentrated Loads (lb) Vert: 31=-553(F) 32=-553(F) Continued on page 3 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275298 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:45 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-Bcc8pEe2HiJMyz5rKGRmHaKe735WL_c0QuaWabz83bq LOAD CASE(S) Standard 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-8=51, 8-10=51, 10-12=51, 12-13=51, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-93, 2-8=-61, 8-10=61, 12-13=61 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 31=105(F) 32=105(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-8=18, 8-10=18, 10-12=18, 12-13=18, 2-21=-10, 18-20=-10, 14-17=-10 Horz: 1-2=-60, 2-8=-28, 8-10=28, 12-13=28 Drag: 10-11=-0 Concentrated Loads (lb) Vert: 31=-76(F) 32=-76(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-10=-32, 10-12=-32, 12-13=-32, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2, 12-13=-2 Concentrated Loads (lb) Vert: 31=-462(F) 32=-462(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-8=-32, 8-10=-32, 10-12=-32, 12-13=-32, 2-21=-20, 18-20=-20, 14-17=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2, 12-13=-2 Concentrated Loads (lb) Vert: 31=-462(F) 32=-462(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-30, 10-12=-30, 12-13=-30, 2-21=-40, 20-36=-40, 36-37=-60, 18-37=-40, 17-38=-40, 38-39=-60, 14-39=-40 Concentrated Loads (lb) Vert: 31=-398(F) 32=-398(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-72, 2-8=-81, 8-10=-44, 10-12=-61, 12-13=-44, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Horz: 1-2=12, 2-8=21, 8-10=16, 12-13=16 Concentrated Loads (lb) Vert: 31=-681(F) 32=-681(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-8=-44, 8-10=-81, 10-12=-61, 12-13=-81, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Horz: 1-2=-25, 2-8=-16, 8-10=-21, 12-13=-21 Concentrated Loads (lb) Vert: 31=-681(F) 32=-681(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-10=-61, 10-12=-61, 12-13=-61, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1, 12-13=-1 Concentrated Loads (lb) Vert: 31=-612(F) 32=-612(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-8=-61, 8-10=-61, 10-12=-61, 12-13=-61, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1, 12-13=-1 Concentrated Loads (lb) Vert: 31=-612(F) 32=-612(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-70, 8-10=-30, 10-12=-30, 12-13=-30, 2-21=-20, 18-20=-20, 14-17=-20 Concentrated Loads (lb) Vert: 31=-620(F) 32=-620(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-30, 8-10=-70, 10-12=-70, 12-13=-70, 2-21=-20, 18-20=-20, 14-17=-20 Concentrated Loads (lb) Vert: 31=-620(F) 32=-620(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-60, 8-10=-30, 10-12=-30, 12-13=-30, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Concentrated Loads (lb) Vert: 31=-564(F) 32=-564(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Continued on page 4 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275298 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:45 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-Bcc8pEe2HiJMyz5rKGRmHaKe735WL_c0QuaWabz83bq LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-8=-30, 8-10=-60, 10-12=-60, 12-13=-60, 2-21=-35, 20-36=-35, 36-37=-50, 18-37=-35, 17-38=-35, 38-39=-50, 14-39=-35 Concentrated Loads (lb) Vert: 31=-564(F) 32=-564(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275299 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7?kuEvfJpKZ4BGFEShUEM?Q?1trYpsCJtC3deUz83bo Scale = 1:87.4 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 29 30 31 32 33 34 35 36 37 38 39 40 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x12 5x8 8x12 3x6 4x4 3x4 3x4 4x12 5x6 5x6 5x12 5x8 4x6 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 27-3-0 2-8-6 32-3-0 5-0-0 37-3-0 5-0-0 40-4-0 3-1-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 27-3-0 2-8-6 32-3-0 5-0-0 37-3-0 5-0-0 40-4-0 3-1-0 0-8-88-0-011-2-05-9-82-8-01-0-01-0-08-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [12:0-6-0,0-2-8], [13:0-10-4,Edge], [14:Edge,0-1-8], [19:0-5-12,0-2-0], [22:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.74 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.36 0.14 0.13 (loc) 19-20 19-20 29 9-19 l/defl >999 >998 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 322 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 10-12,1-6: 2x4 SP No.2, 12-13: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21: 2x4 SP No.1, 9-18: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-19: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 13-28: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 1 Row at midpt 9-19 WEBS 1 Row at midpt 8-20, 8-19, 10-16, 12-15, 5-22 REACTIONS. (size)2=0-7-10, 22=0-7-10, 29=0-5-10 Max Horz 2=419(LC 12) Max Uplift 2=-196(LC 12), 22=-829(LC 12), 29=-509(LC 12) Max Grav 2=553(LC 23), 22=3485(LC 17), 29=2122(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-677/85, 4-5=-288/353, 5-7=-2605/790, 7-8=-2718/1007, 8-9=-3570/1276, 9-10=-3255/1097, 10-11=-1997/803, 11-12=-1998/801, 12-13=-986/403 BOT CHORD 2-23=-276/549, 22-23=-276/549, 19-20=-602/2305, 9-19=-825/433, 16-17=-883/2729, 15-16=-321/836 WEBS 5-20=-771/2675, 7-20=-951/616, 8-20=-316/0, 8-19=-793/1827, 17-19=-894/2912, 10-19=0/454, 10-17=-848/356, 10-16=-1307/333, 11-16=-383/388, 12-16=-690/1952, 12-15=-1443/664, 13-15=-653/1694, 21-22=-3052/1102, 5-21=-2968/1127, 4-22=-682/337, 13-29=-2140/830 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-4 to 4-6-12, Interior(1) 4-6-12 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 37-3-0, Exterior(2E) 37-3-0 to 39-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 29 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275299 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:47 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7?kuEvfJpKZ4BGFEShUEM?Q?1trYpsCJtC3deUz83bo NOTES- 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=196, 22=829, 29=509. 10) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20, 21, 22, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 761 lb down and 180 lb up at 18-11-0, and 761 lb down and 180 lb up at 22-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-70, 8-32=-130(F=-60), 8-33=-130(F=-60), 10-33=-70, 10-12=-70, 12-13=-70, 2-22=-20, 19-21=-20, 14-18=-20 Concentrated Loads (lb) Vert: 32=-700(F) 33=-700(F) 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-60, 8-32=-120(F=-60), 8-33=-120(F=-60), 10-33=-60, 10-12=-60, 12-13=-60, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Concentrated Loads (lb) Vert: 32=-644(F) 33=-644(F) 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-30, 8-32=-90(F=-60), 8-33=-90(F=-60), 10-33=-30, 10-12=-30, 12-13=-30, 2-22=-40, 19-21=-40, 14-18=-40 Concentrated Loads (lb) Vert: 32=-589(F) 33=-589(F) 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=118, 2-30=66, 30-32=53, 8-32=-7(F=-60), 8-33=18(F=-60), 33-34=78, 10-34=53, 10-12=53, 12-13=66, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-128, 2-30=-76, 8-30=-63, 8-34=88, 10-34=63, 12-13=76 Drag: 10-11=-0, 11-12=1 Concentrated Loads (lb) Vert: 32=180(F) 33=180(F) 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=41, 2-31=53, 31-32=78, 8-32=18(F=-60), 8-33=-7(F=-60), 10-33=53, 10-36=53, 12-36=78, 12-13=53, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-51, 2-31=-63, 8-31=-88, 8-10=63, 12-13=63 Drag: 10-36=-0, 11-36=-0, 11-12=1 Concentrated Loads (lb) Vert: 32=180(F) 33=180(F) 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-11, 2-32=-61, 8-32=-121(F=-60), 8-33=-121(F=-60), 10-33=-61, 10-12=-61, 12-13=-61, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=-19, 2-8=31, 8-10=-31, 12-13=-31 Drag: 10-11=0, 11-12=-0 Concentrated Loads (lb) Vert: 32=-649(F) 33=-649(F) 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-49, 2-32=-61, 8-32=-121(F=-60), 8-33=-121(F=-60), 10-33=-61, 10-12=-61, 12-13=-61, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=19, 2-8=31, 8-10=-31, 12-13=-31 Drag: 10-11=0, 11-12=-0 Concentrated Loads (lb) Vert: 32=-649(F) 33=-649(F) 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=44, 2-32=12, 8-32=-48(F=-60), 8-33=-26(F=-60), 10-33=34, 10-35=29, 12-35=18, 12-13=34, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-54, 2-8=-22, 8-10=44, 12-13=44 Drag: 10-35=-0, 11-35=-0, 11-12=0 Concentrated Loads (lb) Vert: 32=-66(F) 33=-66(F) 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=23, 2-32=34, 8-32=-26(F=-60), 8-33=-48(F=-60), 10-33=12, 10-12=51, 12-13=12, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-33, 2-8=-44, 8-10=22, 12-13=22 Drag: 10-11=-0, 11-12=1 Concentrated Loads (lb) Vert: 32=25(F) 33=25(F) 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-46, 2-32=-58, 8-32=-118(F=-60), 8-33=-69(F=-60), 10-33=-9, 10-12=-32, 12-13=-9, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=16, 2-8=28, 8-10=21, 12-13=21 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-633(F) 33=-633(F) Continued on page 3 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275299 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:47 2021 Page 3 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7?kuEvfJpKZ4BGFEShUEM?Q?1trYpsCJtC3deUz83bo LOAD CASE(S) Standard 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=3, 2-32=-9, 8-32=-69(F=-60), 8-33=-118(F=-60), 10-33=-58, 10-12=-32, 12-13=-58, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=-33, 2-8=-21, 8-10=-28, 12-13=-28 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-633(F) 33=-633(F) 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=83, 2-32=51, 8-32=-9(F=-60), 8-33=-9(F=-60), 10-33=51, 10-12=51, 12-13=51, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-93, 2-8=-61, 8-10=61, 12-13=61 Drag: 10-11=-0, 11-12=1 Concentrated Loads (lb) Vert: 32=25(F) 33=25(F) 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=50, 2-32=18, 8-32=-42(F=-60), 8-33=-42(F=-60), 10-33=18, 10-12=18, 12-13=18, 2-22=-10, 19-21=-10, 14-18=-10 Horz: 1-2=-60, 2-8=-28, 8-10=28, 12-13=28 Drag: 10-11=-0, 11-12=0 Concentrated Loads (lb) Vert: 32=-156(F) 33=-156(F) 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-32=-32, 8-32=-92(F=-60), 8-33=-92(F=-60), 10-33=-32, 10-12=-32, 12-13=-32, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2, 12-13=-2 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-542(F) 33=-542(F) 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-20, 2-32=-32, 8-32=-92(F=-60), 8-33=-92(F=-60), 10-33=-32, 10-12=-32, 12-13=-32, 2-22=-20, 19-21=-20, 14-18=-20 Horz: 1-2=-10, 2-8=2, 8-10=-2, 12-13=-2 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-542(F) 33=-542(F) 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-30, 8-32=-90(F=-60), 8-33=-90(F=-60), 10-33=-30, 10-12=-30, 12-13=-30, 2-22=-40, 21-37=-40, 37-38=-60, 19-38=-40, 17-18=-40, 17-39=-60, 39-40=-40, 15-40=-60, 14-15=-40 Concentrated Loads (lb) Vert: 32=-478(F) 33=-478(F) 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-72, 2-32=-81, 8-32=-141(F=-60), 8-33=-104(F=-60), 10-33=-44, 10-12=-61, 12-13=-44, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Horz: 1-2=12, 2-8=21, 8-10=16, 12-13=16 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-761(F) 33=-761(F) 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-35, 2-32=-44, 8-32=-104(F=-60), 8-33=-141(F=-60), 10-33=-81, 10-12=-61, 12-13=-81, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Horz: 1-2=-25, 2-8=-16, 8-10=-21, 12-13=-21 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-761(F) 33=-761(F) 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60 , Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-53, 2-32=-61, 8-32=-121(F=-60), 8-33=-121(F=-60), 10-33=-61, 10-12=-61, 12-13=-61, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1, 12-13=-1 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-692(F) 33=-692(F) 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 4 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275299 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:47 2021 Page 4 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7?kuEvfJpKZ4BGFEShUEM?Q?1trYpsCJtC3deUz83bo LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-53, 2-32=-61, 8-32=-121(F=-60), 8-33=-121(F=-60), 10-33=-61, 10-12=-61, 12-13=-61, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Horz: 1-2=-7, 2-8=1, 8-10=-1, 12-13=-1 Drag: 11-12=-0 Concentrated Loads (lb) Vert: 32=-692(F) 33=-692(F) 21) 1st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-70, 8-32=-130(F=-60), 8-33=-90(F=-60), 10-33=-30, 10-12=-30, 12-13=-30, 2-22=-20, 19-21=-20, 14-18=-20 Concentrated Loads (lb) Vert: 32=-700(F) 33=-700(F) 22) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-30, 8-32=-90(F=-60), 8-33=-130(F=-60), 10-33=-70, 10-12=-70, 12-13=-70, 2-22=-20, 19-21=-20, 14-18=-20 Concentrated Loads (lb) Vert: 32=-700(F) 33=-700(F) 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-60, 8-32=-120(F=-60), 8-33=-90(F=-60), 10-33=-30, 10-12=-30, 12-13=-30, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Concentrated Loads (lb) Vert: 32=-644(F) 33=-644(F) 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-32=-30, 8-32=-90(F=-60), 8-33=-120(F=-60), 10-33=-60, 10-12=-60, 12-13=-60, 2-22=-35, 21-37=-35, 37-38=-50, 19-38=-35, 17-18=-35, 17-39=-50, 39-40=-35, 15-40=-50, 14-15=-35 Concentrated Loads (lb) Vert: 32=-644(F) 33=-644(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B9 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275300 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-4OsefbhZLxpoRaOcZ5WiRQVQuhXzHq9cLWYkjNz83bm Scale = 1:85.9 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x12 7x10 4x6 3x6 4x4 3x4 5x8 3x4 5x12 5x8 5x8 6x8 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 28-1-0 3-6-6 32-9-2 4-8-2 38-4-0 5-6-14 -1-6-0 1-6-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 28-1-0 3-6-6 32-9-2 4-8-2 38-4-0 5-6-14 0-8-87-7-011-2-02-8-06-9-81-0-01-0-07-7-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [12:0-3-4,0-4-0], [17:0-6-0,0-2-0], [20:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.74 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.29 0.09 0.08 (loc) 17-18 17-18 27 17-18 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 304 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 12-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 12-26: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-18, 8-17, 11-13, 6-20 REACTIONS. (size)2=0-7-10, 20=0-7-10, 27=0-5-7 Max Horz 2=466(LC 12) Max Uplift 2=-169(LC 12), 20=-936(LC 12), 27=-537(LC 12) Max Grav 2=553(LC 23), 20=2229(LC 17), 27=1320(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-658/14, 4-6=-308/333, 6-7=-1284/616, 7-8=-1213/814, 8-9=-1616/1006, 9-10=-1553/810, 10-11=-1378/679, 13-26=-528/1200, 12-26=-528/1200 BOT CHORD 2-21=-277/541, 20-21=-277/541, 17-18=-473/1003, 9-17=-334/395, 14-15=-453/938, 13-14=-453/938 WEBS 6-18=-621/1281, 7-18=-515/546, 8-17=-601/1078, 15-17=-650/1461, 10-15=-876/540, 11-15=-379/740, 11-13=-1378/669, 19-20=-1807/977, 6-19=-1723/1002, 4-20=-662/337, 12-27=-1330/635 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=169, 20=936, 27=537. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275301 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-BL5iFQROHUAnPMIarBen5_7lVDM?sLpWWly6U5z83c5 Scale = 1:84.6 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 31 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 8x12 3x4 3x6 4x4 3x4 5x8 3x4 5x12 5x8 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 30-1-0 5-6-6 38-4-0 8-3-0 -1-6-0 1-6-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 30-1-0 5-6-6 34-0-12 3-11-12 38-4-0 4-3-4 0-8-86-7-011-2-05-11-02-8-01-0-01-0-06-7-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [11:0-1-12,Edge], [12:Edge,0-1-8], [15:0-5-0,0-2-0], [18:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.75 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.10 0.09 (loc) 15-16 15-16 25 9-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 10-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 11-24: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-16, 8-15, 11-13, 6-18 REACTIONS. (size)2=0-7-10, 18=0-7-10, 25=0-5-10 Max Horz 2=410(LC 12) Max Uplift 2=-197(LC 12), 18=-911(LC 12), 25=-534(LC 12) Max Grav 2=553(LC 18), 18=2227(LC 17), 25=1379(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-676/71, 4-6=-299/355, 6-7=-1310/650, 7-8=-1230/849, 8-9=-1679/1059, 9-10=-1623/829, 10-11=-1477/680 BOT CHORD 2-19=-269/542, 18-19=-269/542, 15-16=-441/999, 9-15=-440/480 WEBS 6-16=-596/1280, 7-16=-516/548, 8-15=-643/1142, 13-15=-666/1534, 10-13=-1015/663, 11-13=-746/1630, 17-18=-1805/953, 6-17=-1721/979, 4-18=-663/331, 11-25=-1399/640 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B10 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275301 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:29 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-fXe5TmR02oIe1VsmOv90dCgwFdiEbo3fkPig0Xz83c4 NOTES- 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=197, 18=911, 25=534. 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B11 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275302 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-bwmrtRTGaPYMGp09WKBUidlHRQOf3hSyCjBn5Pz83c2 Scale = 1:87.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 8x12 3x4 3x6 4x4 3x4 3x4 5x8 3x4 5x12 5x8 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 24-6-10 7-3-4 32-1-0 7-6-6 38-4-0 6-3-0 -1-6-0 1-6-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-3-6 6-7-12 20-11-0 3-7-10 24-6-10 3-7-10 32-1-0 7-6-6 38-4-0 6-3-0 0-8-85-7-011-2-04-11-02-8-01-0-01-0-05-7-06.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [11:0-1-12,Edge], [15:0-4-0,0-2-0], [18:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.75 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.30 0.08 0.09 (loc) 15-16 15-16 25 15-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 271 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 11-24: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 16-17 9-2-11 oc bracing: 15-16. WEBS 1 Row at midpt 8-16, 8-15, 10-15, 6-18 REACTIONS. (size)2=0-7-10, 18=0-7-10, 25=0-5-10 Max Horz 2=-426(LC 10) Max Uplift 2=-229(LC 12), 18=-880(LC 12), 25=-533(LC 12) Max Grav 2=564(LC 18), 18=2224(LC 17), 25=1375(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-698/135, 4-6=-330/377, 6-7=-1331/687, 7-8=-1254/889, 8-9=-1752/1133, 9-10=-1689/854, 10-11=-1510/676 BOT CHORD 2-19=-262/544, 18-19=-262/544, 15-16=-402/995, 9-15=-592/605 WEBS 6-16=-565/1277, 7-16=-520/554, 8-15=-712/1224, 13-15=-690/1507, 10-13=-1108/690, 11-13=-776/1752, 17-18=-1801/924, 6-17=-1717/950, 4-18=-665/325, 11-25=-1406/643 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=229, 18=880, 25=533. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B12 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275303 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-36KD5nUvLjgCuzbL41jjFqISvqkzo7?6RNwKdsz83c1 Scale = 1:76.8 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 26 27 28 29 30 31 32 33 34 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x12 5x6 3x6 4x4 5x8 3x4 3x4 3x8 5x12 3x4 5x8 6x8 6x8 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 19-0-0 8-4-6 24-6-10 5-6-10 29-3-13 4-9-3 38-4-0 9-0-3 -1-6-0 1-6-0 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 14-9-13 4-2-3 19-0-0 4-2-3 22-10-0 3-10-0 24-6-10 1-8-10 29-3-13 4-9-3 34-1-0 4-9-3 38-4-0 4-3-0 0-8-84-7-010-2-83-11-02-8-01-0-01-0-010-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [8:0-3-0,0-2-0], [9:0-3-0,0-2-0], [13:0-5-4,0-3-0], [17:0-5-12,0-2-0], [20:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.74 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.47 0.07 0.08 (loc) 18-19 18-19 27 10-17 l/defl >999 >705 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 275 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 17-19: 2x4 SP No.1, 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 13-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 *Except* 13-26: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-2 oc bracing. WEBS 1 Row at midpt 7-19, 9-18, 6-20 REACTIONS. (size)2=0-7-10, 20=0-7-10, 27=0-5-10 Max Horz 2=-400(LC 10) Max Uplift 2=-269(LC 12), 20=-835(LC 12), 27=-538(LC 12) Max Grav 2=563(LC 18), 20=2213(LC 17), 27=1413(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-698/222, 4-6=-310/336, 6-7=-252/263, 7-8=-1320/833, 8-9=-1118/809, 9-10=-1671/1139, 10-11=-1670/976, 11-12=-1794/883, 14-26=-588/1331, 13-26=-588/1331 BOT CHORD 2-21=-277/574, 20-21=-277/574, 18-19=-467/882, 17-18=-514/1150, 10-17=-278/349, 14-15=-693/1384 WEBS 7-19=-1521/812, 7-18=-17/453, 8-18=-138/355, 9-18=-368/265, 9-17=-603/923, 15-17=-704/1513, 11-17=-265/154, 11-15=-207/260, 12-14=-1655/863, 4-20=-697/347, 19-20=-1772/937, 6-19=-404/317, 13-27=-1480/697 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 19-0-0, Exterior(2E) 19-0-0 to 22-10-0, Exterior(2R) 22-10-0 to 28-10-0, Interior(1) 28-10-0 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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, with BCDL = 10.0psf. 8) Bearing at joint(s) 27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=269, 20=835, 27=538. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss B13 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275304 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-0VS_WTV9tKww8HlkBSlBKFNp9eOEG5IOuhPRikz83c? Scale = 1:76.5 1 2 3 4 5 6 7 8 9 10 11 20 19 18 17 16 15 14 13 12 25 2627 28 29 30 31 32 33 3x6 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 7x10 5x6 3x6 4x4 2x4 2x4 3x4 2x4 6x8 5x8 3x4 7x10 3x4 5x8 2x4 2x4 2x4 2x4 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 17-0-0 6-4-6 24-6-10 7-6-10 30-5-8 5-10-14 36-1-0 5-7-8 38-4-0 2-3-0 -1-6-0 1-6-0 5-5-9 5-5-9 10-7-10 5-2-1 17-0-0 6-4-6 24-10-0 7-10-0 30-5-8 5-7-8 36-1-0 5-7-8 38-4-0 2-3-0 0-8-83-7-09-2-82-11-02-8-01-0-01-0-09-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [7:0-3-0,0-2-7], [8:0-2-11,0-2-8], [11:0-3-4,Edge], [16:0-6-12,0-4-0], [19:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.82 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.05 0.08 (loc) 16-17 16-17 26 15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 *Except* 11-25: 2x8 SP 2400F 2.0E SLIDER Left 2x6 SP No.2 -t 3-0-3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 8-17, 6-19 REACTIONS. (size)2=0-7-10, 19=0-7-10, 26=0-5-5 Max Horz 2=-370(LC 10) Max Uplift 2=-294(LC 12), 19=-808(LC 12), 26=-536(LC 12) Max Grav 2=558(LC 17), 19=2189(LC 17), 26=1455(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-671/266, 4-6=-283/314, 6-7=-1306/816, 7-8=-1059/821, 8-9=-1801/1082, 9-10=-1887/984, 10-11=-270/107, 12-25=-779/1587, 11-25=-779/1587 BOT CHORD 2-20=-251/543, 19-20=-251/543, 16-17=-651/1451, 8-16=-229/765, 12-13=-569/1109 WEBS 4-19=-659/313, 6-17=-519/1228, 8-17=-679/343, 13-16=-759/1624, 9-13=-337/348, 10-13=-251/548, 10-12=-1689/928, 18-19=-1769/994, 6-18=-1691/1017, 11-26=-1716/831 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 17-0-0, Exterior(2R) 17-0-0 to 23-0-0, Interior(1) 23-0-0 to 24-10-0, Exterior(2R) 24-10-0 to 30-10-0, Interior(1) 30-10-0 to 37-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Bearing at joint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=294, 19=808, 26=536. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275305 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-YaQ1txiB6Fxf2kzp7p1x_d2X14t50EFlaAHHFpz83bl Scale = 1:83.6 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 24 25 26 27 28 29 30 31 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x8 5x6 3x6 4x4 2x4 3x6 3x4 2x4 3x6 3x4 2x4 5x8 3x4 2x4 5x6 4x4 4x4 2x4 6x8 2x4 5-5-9 5-5-9 10-3-13 4-10-4 10-7-10 0-3-13 15-0-0 4-4-6 20-11-0 5-11-0 26-10-0 5-11-0 33-6-4 6-8-4 40-6-0 6-11-12 -1-6-0 1-6-0 5-5-9 5-5-9 10-7-10 5-2-1 15-0-0 4-4-6 20-11-0 5-11-0 26-10-0 5-11-0 33-6-4 6-8-4 40-6-0 6-11-12 42-0-0 1-6-0 0-8-88-2-80-8-80-8-08-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [7:0-6-0,0-2-8], [9:0-6-0,0-2-8], [10:0-3-0,0-3-0], [12:0-4-1,0-0-5], [20:0-3-8,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.75 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.23 0.05 0.10 (loc) 14-15 14-15 12 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 254 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-0-3, Right 2x6 SP No.2 -t 3-10-5 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 1 Row at midpt 9-17, 6-20 REACTIONS. (size)2=0-7-10, 12=0-7-10, 20=0-7-10 Max Horz 2=-389(LC 10) Max Uplift 2=-364(LC 12), 12=-742(LC 12), 20=-773(LC 12) Max Grav 2=512(LC 17), 12=1759(LC 18), 20=2352(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-548/361, 4-6=-201/398, 6-7=-1042/735, 7-8=-1535/1041, 8-9=-1535/1041, 9-10=-1984/1098, 10-12=-2720/1312 BOT CHORD 2-21=-187/488, 20-21=-187/488, 17-18=-184/811, 15-17=-563/1580, 14-15=-996/2271, 12-14=-994/2275 WEBS 6-18=-437/1339, 7-18=-711/369, 7-17=-523/1097, 8-17=-468/411, 9-17=-316/74, 9-15=-194/669, 10-15=-815/505, 10-14=0/272, 19-20=-1909/831, 6-19=-1848/849, 4-20=-702/331 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 26-10-0, Exterior(2R) 26-10-0 to 35-3-13, Interior(1) 35-3-13 to 41-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=364, 12=742, 20=773. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275306 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-UzXnHdjResBNI27BFE4P327s4uXsUB921UmOJhz83bj Scale = 1:74.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 26 5x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x6 4x4 4x4 3x6 3x6 3x6 2x4 5x8 5x6 3x4 6x8 3x6 4x6 2x4 6-4-13 6-4-13 13-0-0 6-7-3 20-11-0 7-11-0 28-10-0 7-11-0 35-5-3 6-7-3 40-6-0 5-0-13 -1-6-0 1-6-0 6-4-13 6-4-13 13-0-0 6-7-3 20-11-0 7-11-0 28-10-0 7-11-0 35-5-3 6-7-3 40-6-0 5-0-13 0-8-87-2-81-4-87-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-3-0,0-3-4], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [11:0-3-8,0-3-0], [12:0-3-0,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.79 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.30 0.06 0.13 (loc) 12-13 12-13 10 12-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 237 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-14 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)2=0-7-10, 16=0-7-10, 10=Mechanical Max Horz 2=-320(LC 10) Max Uplift 2=-191(LC 12), 16=-887(LC 12), 10=-676(LC 12) Max Grav 2=254(LC 21), 16=2404(LC 17), 10=1796(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-144/437, 4-5=-1471/870, 5-6=-2084/1268, 6-7=-2084/1269, 7-8=-2294/1193, 8-9=-2479/1195, 9-10=-1714/861 BOT CHORD 2-16=-429/151, 15-16=-387/144, 13-15=-434/1337, 12-13=-754/1887, 11-12=-1000/2151 WEBS 4-16=-2150/1181, 4-15=-617/1670, 5-15=-548/373, 5-13=-558/1188, 6-13=-634/530, 7-13=-130/344, 7-12=-62/454, 8-12=-310/281, 8-11=-291/291, 9-11=-981/2092 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 28-10-0, Exterior(2R) 28-10-0 to 37-3-13, Interior(1) 37-3-13 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=191, 16=887, 10=676. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275307 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:53 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-y959Vzk4OAJEvBiNoxbebGg2cIshDaOBG8Wxs8z83bi Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 25 26 27 28 29 30 31 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 6x8 6x8 2x4 6x8 3x6 4x4 4x4 2x4 3x4 2x4 3x6 2x4 3x4 3x6 3x6 3x6 3x6 3x4 6x8 5x12 6-4-13 6-4-13 8-10-10 2-5-13 11-0-0 2-1-6 17-1-9 6-1-9 21-11-10 4-10-1 22-11-10 1-0-0 30-10-0 7-10-6 38-9-8 7-11-8 40-6-0 1-8-8 -1-6-0 1-6-0 6-4-13 6-4-13 8-10-10 2-5-13 11-0-0 2-1-6 17-1-9 6-1-9 21-11-10 4-10-1 26-4-13 4-5-3 30-10-0 4-5-3 38-9-8 7-11-8 40-6-0 1-8-8 0-8-82-2-126-2-82-2-121-0-06-2-86.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-13], [5:0-6-0,0-2-8], [9:0-4-0,0-1-15], [13:0-3-0,Edge], [16:0-4-0,0-2-0], [20:0-0-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.88 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.48 0.07 0.20 (loc) 12-13 12-13 12 15 l/defl >999 >853 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 249 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 9-10: 2x4 SP M 31, 7-9: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 20-22,8-14: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-2 oc bracing. Except: 10-0-0 oc bracing: 14-16 REACTIONS. (size)12=Mechanical, 2=0-7-10, 23=0-7-10 Max Horz 2=-254(LC 10) Max Uplift 12=-668(LC 12), 2=-169(LC 12), 23=-905(LC 12) Max Grav 12=1499(LC 1), 2=203(LC 21), 23=2067(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-245/479, 4-5=-1266/865, 5-6=-2180/1446, 6-8=-2592/1615, 8-9=-2589/1618, 9-10=-2123/1203 BOT CHORD 2-23=-310/132, 19-20=-340/144, 17-19=-491/1031, 16-17=-1120/2180, 8-16=-514/451, 12-13=-822/1248 WEBS 21-23=-1868/1224, 4-21=-1861/1225, 4-19=-734/1537, 5-19=-712/444, 5-17=-812/1495, 6-17=-787/565, 6-16=-343/553, 13-16=-884/1653, 9-16=-516/1025, 9-13=-160/259, 10-13=-182/646, 10-12=-1926/1358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 11-0-0, Exterior(2R) 11-0-0 to 17-1-9, Interior(1) 17-1-9 to 30-10-0, Exterior(2R) 30-10-0 to 36-10-0, Interior(1) 36-10-0 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=668, 2=169, 23=905. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275308 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:45:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-uXDwwflKwnay9VsmwMd6hhlQw5aKhUkUjS?2w0z83bg Scale = 1:75.8 1 2 3 4 5 6 7 8 9 10 11 12 23 22 21 20 19 18 17 16 15 14 13 25 26 27 28 29 30 31 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 5x8 6x8 2x4 3x6 4x4 4x4 2x4 2x4 2x4 2x4 3x6 4x4 3x6 3x4 3x8 5x12 3x4 5x8 3x4 6x8 3x6 2x4 6-4-13 6-4-13 8-10-10 2-5-13 9-0-0 0-1-6 15-5-13 6-5-13 21-11-10 6-5-13 27-4-13 5-5-3 32-10-0 5-5-3 36-9-8 3-11-8 40-6-0 3-8-8 -1-6-0 1-6-0 6-4-13 6-4-13 9-0-0 2-7-3 15-5-13 6-5-13 21-11-10 6-5-13 27-4-13 5-5-3 32-10-0 5-5-3 36-9-8 3-11-8 39-10-8 3-1-0 40-6-0 0-7-8 0-8-83-2-125-2-82-9-41-0-05-2-86.00 12 Plate Offsets (X,Y)-- [2:0-3-13,0-0-13], [5:0-6-0,0-2-8], [10:0-6-0,0-2-8], [11:0-4-0,0-2-8], [16:0-4-0,0-1-8], [18:0-5-4,0-2-0], [19:0-3-8,0-1-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.70 0.74 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.42 0.07 0.27 (loc) 18-19 18-19 13 18-19 l/defl >999 >962 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 250 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 11-12: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 20-22,8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-6-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. WEBS 1 Row at midpt 4-23, 5-19 REACTIONS. (size)2=0-7-10, 23=0-7-10, 13=Mechanical Max Horz 2=202(LC 12) Max Uplift 2=-159(LC 12), 23=-896(LC 12), 13=-675(LC 12) Max Grav 2=246(LC 21), 23=2042(LC 1), 13=1500(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-249/384, 4-5=-944/614, 5-6=-2509/1488, 6-8=-3211/1828, 8-9=-3172/1807, 9-10=-2457/1496, 10-11=-2095/1206 BOT CHORD 20-21=-303/120, 19-20=-389/746, 18-19=-1333/2509, 8-18=-398/289, 14-16=-1002/1816, 13-14=-970/1636 WEBS 21-23=-1917/1222, 4-21=-1908/1228, 6-19=-919/640, 6-18=-487/822, 16-18=-1290/2333, 9-18=-469/905, 9-16=-938/624, 10-16=-490/920, 11-14=-44/310, 4-20=-731/1460, 5-20=-899/551, 5-19=-1102/2062, 11-13=-2069/1249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 9-0-0, Exterior(2R) 9-0-0 to 15-0-0, Interior(1) 15-0-0 to 32-10-0, Exterior(2E) 32-10-0 to 36-9-8, Interior(1) 36-9-8 to 40-4-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=159, 23=896, 13=675. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C5 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24275309 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FV0pzMpTlJCEFGkkjvDHOkSC46DkMl8DtkipcEz83bb Scale = 1:74.7 1 2 3 4 5 6 7 8 9 10 11 12 24 23 22 21 20 19 18 17 16 15 14 13 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x8 3x8 4x4 4x4 2x4 5x6 5x8 2x4 3x4 3x6 3x4 3x8 7x10 3x4 6x8 5x6 5x6 4x6 6x8 3x6 3x8 5x6 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-1-0 6-1-0 7-0-0 0-11-0 8-10-10 1-10-10 11-11-5 3-0-11 17-0-5 5-1-0 21-11-10 4-11-5 28-4-13 6-5-3 34-10-0 6-5-3 40-6-0 5-8-0 -1-6-0 1-6-0 7-0-0 7-0-0 8-10-10 1-10-10 11-11-5 3-0-11 17-0-5 5-1-0 21-11-10 4-11-5 28-4-13 6-5-3 34-10-0 6-5-3 40-6-0 5-8-0 0-8-84-2-81-4-81-0-04-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-4-0,0-2-8], [6:0-3-8,0-1-8], [11:0-6-0,0-2-8], [13:Edge,0-3-8], [16:0-4-0,0-2-4], [18:0-4-12,Edge], [19:0-3-8,0-1-8], [22:0-3-12,0-2-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.99 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.42 -0.54 0.04 (loc) 18-19 18-19 13 l/defl >960 >760 n/a L/d 240 240 n/a PLATES MT20 Weight: 483 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 9-17: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-18,6-19,5-20: 2x4 SP No.2, 4-24: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-5-14 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-3-12 oc bracing. REACTIONS. (size)2=0-7-10, 13=Mechanical, 24=0-7-10 Max Horz 2=-173(LC 30) Max Uplift 2=-1876(LC 37), 13=-1765(LC 8), 24=-3643(LC 8) Max Grav 2=980(LC 6), 13=3306(LC 37), 24=6539(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2181/4270, 4-5=-2025/4216, 5-6=-1628/1016, 6-7=-5714/3139, 7-9=-7789/4234, 9-10=-7692/4197, 10-11=-6048/3287, 11-12=-4456/2362, 12-13=-2884/1543 BOT CHORD 2-24=-3674/1917, 23-24=-588/280, 21-22=-1105/618, 20-21=-3323/1759, 19-20=-848/1665, 18-19=-2971/5704, 9-18=-824/644, 16-17=-244/552, 14-16=-2019/3895, 13-14=-233/382 WEBS 7-19=-1822/1120, 7-18=-1263/2392, 16-18=-2911/5506, 10-18=-1003/1854, 10-16=-1934/1320, 11-16=-1287/2512, 11-14=-147/250, 12-14=-1824/3580, 22-24=-5579/3070, 4-22=-1599/925, 6-20=-3074/1777, 6-19=-2447/4710, 5-20=-3027/5682, 5-22=-4527/2409, 21-24=-1775/935 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. Continued on page 2 FASTEN TRUSS TO BEARING FOR THE GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss C5 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24275309 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:00 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FV0pzMpTlJCEFGkkjvDHOkSC46DkMl8DtkipcEz83bb NOTES- 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1876, 13=1765, 24=3643. 11) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated at Joint {2}. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 294 lb down and 386 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-11=-70, 11-12=-70, 2-23=-20, 18-21=-20, 13-17=-20 Concentrated Loads (lb) Vert: 5=-162(F) 7=-112(F) 19=-86(F) 26=-112(F) 28=-112(F) 29=-112(F) 31=-112(F) 32=-112(F) 33=-112(F) 34=-162(F) 35=-162(F) 36=-162(F) 37=-162(F) 38=-162(F) 39=-162(F) 40=160(F) 42=-86(F) 43=-86(F) 44=-86(F) 45=-86(F) 46=-86(F) 47=-86(F) 48=-50(F) 49=-50(F) 50=-50(F) 51=-50(F) 52=-50(F) 53=-50(F) 54=-278(F) 55=-278(F) 56=-278(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ1 Truss Type Corner Jack Qty 17 Ply 1 Job Reference (optional) T24275310 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-jhaBAiq5WdK5tQJwGdkWwy?YwWoM5RnN5OSM8gz83ba Scale = 1:8.9 1 2 3 4 2x4 ST1.5x8 STP 5x6 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.29 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-53(LC 1), 2=-236(LC 12) Max Grav 3=70(LC 12), 2=238(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=236. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ2 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24275311 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-Bu8ZO2rjHxSyVau6qKFlT9Xjtw8bqu1WK2Bwg6z83bZ Scale = 1:8.9 1 2 3 4 5x6 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.27 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-3-8, 4=Mechanical Max Horz 2=89(LC 12) Max Uplift 3=-45(LC 1), 2=-226(LC 12) Max Grav 3=62(LC 12), 2=230(LC 17), 4=19(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=226. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ3 Truss Type Corner Jack Qty 11 Ply 1 Job Reference (optional) T24275312 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-f4ixbOsL2Eap6kTIO2m_?N4soKUjZLHgZixTCZz83bY Scale = 1:14.0 1 2 3 4 2x4 ST1.5x8 STP 4x6 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-55(LC 9), 2=-216(LC 12) Max Grav 3=75(LC 17), 2=290(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=216. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ4 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24275313 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-f4ixbOsL2Eap6kTIO2m_?N4tPKRYZLHgZixTCZz83bY Scale = 1:14.0 1 4 2 3 3x6 3-0-0 3-0-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=85(LC 12) Max Uplift 4=-21(LC 12), 2=-88(LC 12), 3=-4(LC 12) Max Grav 4=129(LC 17), 2=113(LC 17), 3=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ5 Truss Type Corner Jack Qty 9 Ply 1 Job Reference (optional) T24275314 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7GGJpkszpYigku2VylHDYady8kqhIoXpoMg0l?z83bX Scale = 1:19.9 1 2 6 3 4 2x4 ST1.5x8 STP 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=208(LC 12) Max Uplift 3=-135(LC 12), 2=-220(LC 12) Max Grav 3=179(LC 17), 2=367(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=135, 2=220. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ6 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T24275315 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-cTqi03tbasqXM1dhVToS5o9Bz75B1Eny00QaHRz83bW Scale = 1:18.9 1 2 3 6 4 5 6x8 3x4 4x6 2-4-5 2-4-5 5-0-0 2-7-11 2-4-5 2-4-5 5-0-0 2-7-11 0-10-41-10-101-7-20-6-142-7-103-2-81-10-106.00 12 Plate Offsets (X,Y)-- [6:0-5-10,0-3-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.48 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 -0.01 0.03 (loc) 5-6 5-6 4 5-6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=0-3-8, 4=Mechanical, 5=Mechanical Max Horz 6=154(LC 12) Max Uplift 6=-177(LC 12), 4=-196(LC 12) Max Grav 6=479(LC 1), 4=284(LC 17), 5=83(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-6=-434/431, 2-3=-399/233 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 2-5-9, Interior(1) 0-1-12 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=177, 4=196. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss CJ12 Truss Type Corner Jack Qty 8 Ply 1 Job Reference (optional) T24275316 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-jhaBAiq5WdK5tQJwGdkWwy?aIWo65RnN5OSM8gz83ba Scale = 1:10.4 1 2 3 3x4 4x12 1-4-0 1-4-0 2-0-0 0-8-0 2-0-0 2-0-0 0-6-01-6-01-1-51-6-06.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-0-3], [1:0-2-1,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1 1 2 1 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-4-0 Max Horz 1=67(LC 12) Max Uplift 2=-68(LC 12), 1=-21(LC 12) Max Grav 2=86(LC 17), 3=39(LC 3), 1=92(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24275317 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-4fN4DPuDL9yOzBBt3AKhd?iJyXNlmSt6Ff97puz83bV Scale = 1:43.0 1 2 3 4 5 6 7 8 9 14 13 12 11 101718192021 22 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 10x14 10x12 4x6 10x12 6x8 3x6 5x8 4x6 10x12 6x8 3x6 5x8 10x14 HTU26 HTU26 HTU26 Special Special Special 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-1-8 3-5-8 17-7-0 3-5-8 21-4-0 3-9-0 -1-6-0 1-6-0 3-9-0 3-9-0 7-2-8 3-5-8 10-8-0 3-5-8 14-1-8 3-5-8 17-7-0 3-5-8 21-4-0 3-9-0 23-0-0 1-8-0 0-8-86-0-80-8-86.00 12 Plate Offsets (X,Y)-- [2:0-5-13,Edge], [3:0-1-4,0-2-4], [4:0-1-12,0-1-8], [6:0-1-12,0-1-8], [7:0-1-4,0-2-4], [8:0-5-13,Edge], [10:0-6-4,0-2-8], [11:0-3-8,0-6-0], [12:0-6-0,0-6-0], [13:0-3-8,0-6-0], [14:0-6-4,0-2-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.65 0.56 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.22 0.06 0.12 (loc) 11 11 8 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 395 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 5-12,6-11,4-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x8 SP 2400F 2.0E -t 3-1-6, Right 2x8 SP 2400F 2.0E -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-296(LC 6) Max Uplift 2=-2029(LC 8), 8=-3236(LC 8) Max Grav 2=5140(LC 2), 8=10410(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-9313/3403, 3-4=-9707/3615, 4-5=-9492/3471, 5-6=-9500/3473, 6-7=-13652/4436, 7-8=-17288/5169 BOT CHORD 2-14=-2808/7992, 13-14=-2808/7992, 12-13=-2999/8635, 11-12=-3747/12220, 10-11=-4350/14929, 8-10=-4350/14929 WEBS 5-12=-2866/8055, 6-12=-5506/1425, 6-11=-1310/5682, 7-11=-3153/698, 7-10=-852/4025, 4-12=-415/319, 4-13=-164/342, 3-13=-511/803 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=2029, 8=3236. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 13-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D1 Truss Type Common Girder Qty 1 Ply 2 Job Reference (optional) T24275317 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:06 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-4fN4DPuDL9yOzBBt3AKhd?iJyXNlmSt6Ff97puz83bV NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2608 lb down and 571 lb up at 15-0-12, and 2626 lb down and 569 lb up at 17-0-12, and 2727 lb down and 710 lb up at 19-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 17=-1794(F) 18=-1794(F) 19=-1954(F) 20=-2128(F) 21=-2132(F) 22=-2246(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D2 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T24275318 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:07 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-YrxSRlvs5T4FbLm4dtrwADFRJxl1V1SFUJvgLKz83bU Scale = 1:42.9 1 2 3 4 5 6 7 8 9 12 11 10 13 16 17 2x4 5x6 2x4 7x10 5x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 7x10 6-6-4 6-6-4 14-9-12 8-3-8 21-4-0 6-6-4 -1-6-0 1-6-0 6-6-4 6-6-4 8-5-8 1-11-4 9-5-5 0-11-13 10-8-0 1-2-11 11-10-11 1-2-11 12-10-8 0-11-13 14-9-12 1-11-4 21-4-0 6-6-4 23-0-0 1-8-0 0-8-86-0-80-8-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-4], [8:Edge,0-4-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.43 0.50 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.65 0.02 0.28 (loc) 10-12 10-12 8 10-12 l/defl >680 >384 n/a >889 L/d 360 240 n/a 240 PLATES MT20 Weight: 114 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 5-13: 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-299(LC 10) Max Uplift 2=-513(LC 12), 8=-530(LC 12) Max Grav 2=1381(LC 18), 8=1395(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1959/722, 3-4=-1486/777, 4-5=-395/1006, 5-6=-396/1005, 6-7=-1487/776, 7-8=-1961/721 BOT CHORD 2-12=-377/1595, 10-12=-377/1595, 8-10=-377/1595 WEBS 4-13=-2630/1308, 6-13=-2630/1308, 7-10=0/633, 3-12=0/632 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=513, 8=530. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T24275319 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-02Vqe5wUsnC6DVLGBbM9iQnjLL_9EY9PizeEumz83bT Scale = 1:43.7 1 2 3 4 5 6 7 8 9 10 13 12 11 16 17 2x4 4x4 4x4 2x4 5x6 4x4 3x6 3x4 2x4 3x4 2x4 5x6 4x4 9-0-0 9-0-0 12-4-0 3-4-0 21-4-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 12-4-0 3-4-0 16-8-4 4-4-4 21-4-0 4-7-12 23-0-0 1-8-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [9:0-4-1,0-0-5] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.89 0.22 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.05 -0.18 (loc) 2-13 2-13 9 2-13 l/defl >999 >779 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-3 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-259(LC 10) Max Uplift 2=-550(LC 12), 9=-566(LC 12) Max Grav 2=1241(LC 17), 9=1254(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1706/1010, 4-5=-1367/825, 5-6=-1180/804, 6-7=-1368/822, 7-9=-1702/1010 BOT CHORD 2-13=-736/1607, 11-13=-391/1268, 9-11=-731/1408 WEBS 4-13=-403/400, 5-13=-115/346, 6-11=-111/345, 7-11=-398/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 22-11-3 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=550, 9=566. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275320 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yQdb3nxkOOSpSpVfI0Odort1X8eTiRUhAH7Lyfz83bR Scale = 1:43.0 1 2 3 4 5 6 7 8 9 10 13 12 11 16 17 18 19 20 21 22 23 2x4 5x6 6x8 2x4 6x8 4x12 5x6 WB6x8 2x4 6x8 2x4 6x8 4x12 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 -1-6-0 1-6-0 3-7-12 3-7-12 7-0-0 3-4-4 14-4-0 7-4-0 17-8-4 3-4-4 21-4-0 3-7-12 23-0-0 1-8-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [5:0-3-0,0-2-7], [6:0-4-0,0-1-15], [9:0-0-5,0-4-1], [11:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.55 0.96 0.29 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.38 0.09 0.16 (loc) 11-13 11-13 9 11-13 l/defl >999 >682 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 126 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 *Except* 9-12: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-11-15, Right 2x6 SP No.2 -t 1-11-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 4-8-13 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-208(LC 6) Max Uplift 2=-1320(LC 8), 9=-1336(LC 8) Max Grav 2=2410(LC 29), 9=2423(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3991/2098, 4-5=-4041/2177, 5-6=-3632/2025, 6-7=-4030/2175, 7-9=-3980/2092 BOT CHORD 2-13=-1657/3468, 11-13=-1752/3598, 9-11=-1647/3298 WEBS 4-13=-471/617, 5-13=-227/800, 6-11=-225/831, 7-11=-470/606 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1320, 9=1336. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 773 lb down and 452 lb up at 7-0-0, and 773 lb down and 452 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss D4 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275320 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:10 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yQdb3nxkOOSpSpVfI0Odort1X8eTiRUhAH7Lyfz83bR LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 6-10=-70, 2-9=-20 Concentrated Loads (lb) Vert: 5=-162(B) 6=-162(B) 13=-704(B) 11=-704(B) 17=-162(B) 18=-162(B) 19=-162(B) 21=-50(B) 22=-50(B) 23=-50(B) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ3 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T24275321 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-QcBzH7yM9ibg4y4rsjvsK3PEmYCaRyGrPxtuU5z83bQ Scale = 1:14.0 1 2 3 4 2x4 4x6 3-0-0 3-0-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.39 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=148(LC 12) Max Uplift 3=-55(LC 9), 2=-216(LC 12) Max Grav 3=75(LC 17), 2=290(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=216. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ5 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T24275322 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-N?JjiozchJrOJGEDz8yKPUVVtMunvsl8sFM?Z_z83bO Scale = 1:18.9 1 2 6 3 4 2x4 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.74 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=208(LC 12) Max Uplift 3=-135(LC 12), 2=-220(LC 12) Max Grav 3=179(LC 17), 2=367(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=135, 2=220. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ7 Truss Type Jack-Open Qty 27 Ply 1 Job Reference (optional) T24275323 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-N?JjiozchJrOJGEDz8yKPUVXRMlIvsl8sFM?Z_z83bO Scale = 1:23.6 1 2 3 7 4 5 2x4 ST1.5x8 STP 3x8 4x4 4x4 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-8-84-2-83-9-134-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.64 0.63 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 -0.04 0.14 (loc) 2-5 2-5 4 2-5 l/defl >999 >487 n/a >616 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=264(LC 12) Max Uplift 4=-205(LC 12), 2=-207(LC 12) Max Grav 4=287(LC 17), 2=442(LC 17), 5=116(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=205, 2=207. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ31 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T24275324 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-QcBzH7yM9ibg4y4rsjvsK3PFNY9PRyGrPxtuU5z83bQ Scale = 1:14.0 1 4 2 3 3x6 ST1.5x8 STP 3-0-0 3-0-0 3-0-0 3-0-0 0-8-82-2-81-9-132-2-86.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.35 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 4=84(LC 12) Max Uplift 4=-21(LC 12), 2=-88(LC 12), 3=-4(LC 12) Max Grav 4=129(LC 17), 2=113(LC 17), 3=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ32 Truss Type Monopitch Girder Qty 1 Ply 1 Job Reference (optional) T24275325 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-uplLUTz_w?jXh6f1QRQ5tGyTLyYxAPW_dbcR1Xz83bP Scale = 1:14.0 1 2 34 4x6 ST1.5x8 STP 2x4 3x6 LUS24 3-0-0 3-0-0 3-0-0 3-0-0 0-8-82-2-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-11] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.15 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 0.00 (loc) 1-3 1-3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 16 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 3=Mechanical Max Horz 1=101(LC 8) Max Uplift 1=-237(LC 8), 3=-176(LC 8) Max Grav 1=494(LC 25), 3=296(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=237, 3=176. 7) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 1-0-12 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-490(B) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ71 Truss Type Jack-Open Qty 7 Ply 1 Job Reference (optional) T24275326 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-rBs5v8_FSdzFxQpQXrTZyh1crm0geHCH5v5Y5Qz83bN Scale = 1:24.9 1 2 3 8 7 6 10 4 5 2x4 ST1.5x8 STP 4x6 7x10 3x4 3x8 1-4-5 1-4-5 2-9-10 1-5-5 7-0-0 4-2-6 -1-6-0 1-6-0 2-9-10 2-9-10 7-0-0 4-2-6 0-8-84-2-83-2-83-9-131-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-11,0-1-14] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.94 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.21 -0.08 0.26 (loc) 5-6 5-6 5 5-6 l/defl >999 >370 n/a >304 L/d 360 240 n/a 240 PLATES MT20 Weight: 34 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-7: 2x8 SP 2400F 2.0E, 6-7: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=269(LC 12) Max Uplift 4=-155(LC 12), 2=-228(LC 12), 5=-19(LC 12) Max Grav 4=223(LC 17), 2=473(LC 17), 5=140(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-8=-405/330, 7-8=-405/330, 3-6=-303/388 WEBS 3-8=-378/603 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=155, 2=228. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ72 Truss Type Monopitch Qty 2 Ply 1 Job Reference (optional) T24275327 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JOQU6U?tDw56YaOc5Z_oUvans9QMNmFRJZr6dsz83bM Scale: 1/2"=1' 1 2 3 4 5 7 8 2x4 4x4 3x6 3x8 4x4 4x4 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.66 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.13 -0.00 0.10 (loc) 2-5 2-5 5 2-5 l/defl >999 >626 n/a >784 L/d 360 240 n/a 240 PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-7-10 Max Horz 2=261(LC 12) Max Uplift 5=-191(LC 12), 2=-206(LC 12) Max Grav 5=357(LC 17), 2=438(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-308/474 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 6-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=191, 2=206. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss EJ73 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T24275328 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-na_sKq0V_EDzAkyofGV1167_YZph6AwaYDafAIz83bL Scale = 1:23.1 1 2 3 4 5 6 8 2x4 5x8 2x4 6x8 3x8 4x4 4x4 5-9-8 5-9-8 7-0-0 1-2-8 -1-6-0 1-6-0 5-9-8 5-9-8 7-0-0 1-2-8 0-8-83-7-46.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [4:0-5-0,0-2-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.46 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 -0.00 0.07 (loc) 2-6 2-6 6 2-6 l/defl >999 >697 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 43 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-3-5 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)6=Mechanical, 2=0-7-10 Max Horz 2=230(LC 12) Max Uplift 6=-174(LC 12), 2=-222(LC 12) Max Grav 6=332(LC 17), 2=442(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-6=-423/770 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-5-3 to 4-6-13, Interior(1) 4-6-13 to 5-9-8, Exterior(2E) 5-9-8 to 6-10-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=174, 2=222. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24275329 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FmYEXA07lYLqotX?C_0GaKf7Qz6crVXjntKCilz83bK Scale = 1:27.5 1 2 3 4 5 6 9 8 711 12 13 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 6x8 2x4 7x10 2x4 3x6 7x10 HGUS26-2 HTU26 HTU26 HTU26 4-2-0 4-2-0 7-1-8 2-11-8 10-0-0 2-10-8 14-2-0 4-2-0 -1-6-0 1-6-0 4-2-0 4-2-0 7-1-8 2-11-8 10-0-0 2-10-8 14-2-0 4-2-0 0-8-82-9-80-8-82-9-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-1-13], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [6:Edge,0-4-4], [7:0-4-8,0-1-8], [8:0-5-0,0-4-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.61 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.10 -0.13 0.03 (loc) 8 7-8 6 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 164 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-1-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=131(LC 7) Max Uplift 2=-1732(LC 8), 6=-2785(LC 8) Max Grav 2=3169(LC 1), 6=5656(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5446/2803, 3-4=-7462/3977, 4-5=-7462/3977, 5-6=-7727/3891 BOT CHORD 2-9=-2312/4551, 8-9=-2315/4563, 7-8=-3306/6710, 6-7=-3221/6522 WEBS 3-9=-56/253, 3-8=-2026/3772, 4-8=-210/250, 5-8=-747/1133, 5-7=-1409/3117 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1732, 6=2785. 10) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 8-10d Truss) or equivalent at 7-1-8 from the left end to connect truss(es) to back face of bottom chord. 11) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 13-0-12 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G1 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T24275329 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:17 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-FmYEXA07lYLqotX?C_0GaKf7Qz6crVXjntKCilz83bK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-6=-20 Concentrated Loads (lb) Vert: 8=-3052(B) 11=-1480(B) 12=-1479(B) 13=-1474(B) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G2 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T24275330 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-jz6clW1lWrThP16BmhXV6XCRBNUoa4At0X3mEBz83bJ Scale = 1:31.0 1 2 3 4 5 6 7 9 812 2x4 4x4 4x4 4x4 2x4 4x4 3x8 6x8 3x4 3x4 NAILED HTU26 THJA26 5-1-0 5-1-0 11-2-0 6-1-0 14-2-0 3-0-0 -1-6-0 1-6-0 5-1-0 5-1-0 7-2-0 2-1-0 11-2-0 4-0-0 14-2-0 3-0-0 15-10-0 1-8-0 0-8-82-2-83-3-00-8-82-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-2-1], [2:0-2-9,0-5-0], [6:Edge,0-3-15] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.38 0.48 0.25 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 0.02 0.05 (loc) 8-9 8-9 6 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 82 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 8-11-7 oc bracing. REACTIONS. (size)2=0-7-10, 6=0-7-10 Max Horz 2=160(LC 7) Max Uplift 2=-498(LC 8), 6=-669(LC 8) Max Grav 2=827(LC 36), 6=1033(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1026/486, 3-4=-927/502, 4-5=-1190/712, 5-6=-1418/786 BOT CHORD 2-9=-272/860, 8-9=-644/1389, 6-8=-545/1162 WEBS 3-9=-301/672, 4-9=-779/495, 4-8=-515/442, 5-8=-240/535 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=498, 6=669. 8) Use Simpson Strong-Tie HTU26 (20-10dx1 1/2 Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 10-2-12 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 9) Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 11-1-10 from the left end to connect truss(es) to front face of bottom chord, skewed 0.0 deg.to the left, sloping 0.0 deg. down. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G2 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T24275330 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:18 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-jz6clW1lWrThP16BmhXV6XCRBNUoa4At0X3mEBz83bJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-7=-70, 2-6=-20 Concentrated Loads (lb) Vert: 5=-20(F) 8=-66(F) 12=-238(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275331 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-fLENAC3?2TjPfLGau6azByHnPAE820RATrYtJ4z83bH Scale = 1:19.6 1 2 3 4 5 6 7 9 8 11 12 2x4 ST1.5x8 STP 4x4 4x4 3x6 3x4 3x6 4x4 2x4 2x4 NAILED NAILED NAILED Special NAILED Special 3-0-0 3-0-0 7-2-0 4-2-0 10-2-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 7-2-0 4-2-0 10-2-0 3-0-0 0-8-82-2-80-8-82-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [7:0-4-1,0-0-5] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.33 0.23 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.01 0.03 (loc) 8 8-9 7 8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-8-10, Right 2x4 SP No.3 -t 1-8-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)7=Mechanical, 2=0-7-10 Max Horz 2=104(LC 31) Max Uplift 7=-300(LC 8), 2=-436(LC 8) Max Grav 7=598(LC 37), 2=713(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-906/465, 4-5=-733/436, 5-7=-888/456 BOT CHORD 2-9=-322/740, 8-9=-325/751, 7-8=-321/737 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=300, 2=436. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 134 lb down and 107 lb up at 3-0-0, and 134 lb down and 107 lb up at 7-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-7=-70, 2-7=-20 Continued on page 2 June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss G3 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275331 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:20 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-fLENAC3?2TjPfLGau6azByHnPAE820RATrYtJ4z83bH LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 9=-57(F) 8=-57(F) 12=-6(F) 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss HJ3 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T24275332 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:21 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-8YnlNY4eomrFGVrmRq5CkAqwZadfnUkJiVIQrWz83bG Scale = 1:13.7 1 2 3 6 4 2x4 4x6 NAILED NAILED 4-2-3 4-2-3 4-2-3 4-2-3 0-8-82-2-44.24 12 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.50 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=148(LC 8) Max Uplift 3=-63(LC 5), 2=-374(LC 8), 4=-8(LC 17) Max Grav 3=98(LC 13), 2=440(LC 28), 4=72(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=374. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 2-4=-20 Concentrated Loads (lb) Vert: 6=102(F=51, B=51) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss HJ5 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275333 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-ckL7at4GZ4z6ufQy?XcRHNM1D_zIWx_Tw91zNyz83bF Scale = 1:19.7 1 26 3 4 2x4 4x6 7-0-2 7-0-2 7-0-2 7-0-2 0-8-83-2-44.24 12 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-11-5, 4=Mechanical Max Horz 2=189(LC 8) Max Uplift 3=-203(LC 8), 2=-253(LC 8) Max Grav 3=272(LC 13), 2=367(LC 1), 4=151(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=203, 2=253. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-70 Trapezoidal Loads (plf) Vert: 6=0(F=35, B=35)-to-3=-123(F=-26, B=-26), 2=-2(F=9, B=9)-to-4=-35(F=-8, B=-8) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T24275334 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-4wvVoD5uKO5zWp?8ZE7gpbvBvODdFG?c9pnXwOz83bE Scale = 1:24.5 1 2 3 4 8 7 6 5 2x4 4x6 4x4 2x4 3x4 3x4 4-11-0 4-11-0 9-10-1 4-11-0 -2-1-7 2-1-7 4-11-0 4-11-0 9-10-1 4-11-0 0-8-84-2-43-10-04-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.83 0.44 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.07 0.01 0.03 (loc) 7-8 7-8 7 7-8 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. REACTIONS. (size)5=Mechanical, 2=0-11-5, 7=Mechanical Max Horz 2=298(LC 8) Max Uplift 5=-274(LC 8), 2=-270(LC 8), 7=-131(LC 8) Max Grav 5=387(LC 13), 2=518(LC 1), 7=447(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-768/147 BOT CHORD 2-8=-379/777, 7-8=-379/777 WEBS 4-7=-852/416 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) n/a 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=274, 2=270, 7=131. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=0(F=35, B=35)-to-5=-172(F=-51, B=-51), 2=0(F=10, B=10)-to-6=-49(F=-15, B=-15) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss HJ22 Truss Type Diagonal Hip Girder Qty 4 Ply 1 Job Reference (optional) T24275335 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:20 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-fLENAC3?2TjPfLGau6azByHp4AGo21UATrYtJ4z83bH Scale = 1:11.4 1 2 4 33x4 5x8 NAILED NAILED 1-4-9 1-4-9 1-7-7 0-2-14 3-5-11 1-10-4 3-5-11 3-5-11 0-6-01-8-121-4-81-8-124.24 12 Plate Offsets (X,Y)-- [1:0-2-9,0-0-2], [1:0-0-3,1-4-15] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.23 0.06 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 -0.00 -0.00 (loc) 1-3 1-3 2 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical, 1=0-5-11 Max Horz 1=80(LC 8) Max Uplift 2=-97(LC 8), 3=-111(LC 4), 1=-76(LC 8) Max Grav 2=125(LC 13), 3=127(LC 25), 1=169(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 1 except (jt=lb) 3=111. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 4=-97(F=-48, B=-48) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275336 8.430 s Mar 22 2021 MiTek Industries, Inc. Wed Jun 9 13:39:13 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-7tzcANv2NkE8EtRTV3ONdKVfnnBmRX5tZGrmDgz80Ay Scale = 1:24.3 1 2 3 4 5 9 8 6 7 2x4 4x6 4x4 2x4 3x4 6x8 3x6 4-11-0 4-11-0 8-11-14 4-0-14 9-10-1 0-10-3 -2-1-7 2-1-7 4-11-0 4-11-0 8-11-14 4-0-14 9-10-1 0-10-3 0-8-84-2-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3], [8:0-3-8,0-3-0] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.42 0.26 0.23 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 0.01 0.01 (loc) 2-9 8-9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -L 2-6-13 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-10-7, 7=Mechanical, 8=0-10-13 Max Horz 2=300(LC 8) Max Uplift 6=-197(LC 13), 2=-225(LC 8), 7=-78(LC 3), 8=-580(LC 8) Max Grav 6=131(LC 8), 2=441(LC 1), 8=1201(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-517/3, 3-4=-491/10 BOT CHORD 2-9=-246/506, 8-9=-246/506 WEBS 4-8=-572/278, 5-8=-730/508 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 197 lb uplift at joint 6, 225 lb uplift at joint 2, 78 lb uplift at joint 7 and 580 lb uplift at joint 8. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70 Trapezoidal Loads (plf) Vert: 2=0(F=35, B=35)-to-6=-173(F=-52, B=-52), 2=0(F=10, B=10)-to-7=-50(F=-15, B=-15) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss K1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T24275337 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-0J1FDv78s?Lhl68Xgf98u0_YyBxxjEzvd7Gd_Hz83bC Scale = 1:21.8 1 2 3 4 5 6 11 10 9 8 7 2x4 ST1.5x8 STP ST1.5x8 STP 4x4 6x8 4x4 4x4 5x8 4x4 4x4 4x4 5x6 0-4-0 0-4-0 1-0-0 0-8-0 2-6-4 1-6-4 4-5-4 1-11-0 4-7-0 0-1-12 4-8-12 0-1-12 6-7-12 1-11-0 8-2-0 1-6-4 9-2-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 2-6-4 1-6-4 4-7-0 2-0-12 6-7-12 2-0-12 9-2-0 2-6-4 0-11-23-0-00-8-81-9-86.00 12 6.00 12 Plate Offsets (X,Y)-- [2:0-0-12,0-2-0], [6:0-0-4,0-3-12], [11:0-0-10,0-2-4] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.19 0.24 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.04 0.04 0.03 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 51 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x8 SP 2400F 2.0E, 2-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=135(LC 11) Max Uplift 11=-359(LC 12), 7=-147(LC 12) Max Grav 11=535(LC 1), 7=352(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-742/607, 3-4=-1005/860, 4-5=-1004/875, 5-6=-837/809 BOT CHORD 9-10=-442/718, 8-9=-744/806 WEBS 4-9=-520/734, 6-7=-377/404, 3-10=-290/169, 3-9=-228/322, 5-8=-248/305, 6-8=-662/718, 2-10=-294/684, 2-11=-559/837 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 359 lb uplift at joint 11 and 147 lb uplift at joint 7. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss K2 Truss Type Roof Special Qty 4 Ply 1 Job Reference (optional) T24275338 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-UVbeQF7mdJTYNGjjENhNRDXmxbHwSgk2rn?BWjz83bB Scale = 1:22.6 1 2 3 4 5 6 11 10 9 8 7 2x4 ST1.5x8 STP ST1.5x8 STP 4x4 8x10 8x10 4x4 4x4 5x8 4x4 4x4 1-0-0 1-0-0 2-6-4 1-6-4 4-5-4 1-11-0 4-7-0 0-1-12 4-8-12 0-1-12 6-7-12 1-11-0 8-2-0 1-6-4 9-2-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 2-6-4 1-6-4 4-7-0 2-0-12 6-7-12 2-0-12 9-2-0 2-6-4 0-8-83-0-00-8-81-9-86.00 12 6.00 12 Plate Offsets (X,Y)-- [11:Edge,0-4-0] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.52 0.21 0.27 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.05 0.05 (loc) 9 9 7 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 52 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-11,6-7: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)11=0-8-0, 7=0-8-0 Max Horz 11=133(LC 11) Max Uplift 11=-329(LC 12), 7=-161(LC 12) Max Grav 11=519(LC 1), 7=373(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-881/942, 3-4=-1095/1168, 4-5=-1094/1191, 5-6=-879/964 BOT CHORD 9-10=-864/856, 8-9=-898/849 WEBS 4-9=-785/817, 2-11=-533/822, 6-7=-391/459, 2-10=-597/795, 3-10=-276/291, 3-9=-125/262, 5-9=-62/287, 5-8=-263/360, 6-8=-800/756 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Bearing at joint(s) 11, 7 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 lb uplift at joint 11 and 161 lb uplift at joint 7. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss L1 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T24275339 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-yh90eb8POccP_QIwo4Cc_R4uk?ZoB1QC4Rlk3Az83bA Scale = 1:22.3 1 2 3 4 5 7 6 9 10 11 12 2x4 ST1.5x8 STP 5x8 3x4 6x8 3x6 4x4 2x4 NAILED NAILED NAILED Special NAILED NAILED 5-0-0 5-0-0 10-9-0 5-9-0 -1-6-0 1-6-0 5-0-0 5-0-0 10-9-0 5-9-0 0-8-83-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-6-0,0-2-8] 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.49 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.08 0.01 0.03 (loc) 6-7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 62 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-0-4 oc bracing. REACTIONS. (size)6=0-11-0, 2=0-7-10 Max Horz 2=206(LC 21) Max Uplift 6=-466(LC 8), 2=-484(LC 8) Max Grav 6=857(LC 25), 2=883(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1158/533, 5-6=-304/249 BOT CHORD 2-7=-530/965, 6-7=-535/988 WEBS 4-7=-100/494, 4-6=-1020/550 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 466 lb uplift at joint 6 and 484 lb uplift at joint 2. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 331 lb down and 215 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 2-6=-20 Concentrated Loads (lb) Vert: 4=-68(B) 7=-296(B) 9=-68(B) 10=-68(B) 11=-26(B) 12=-26(B) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss P1 Truss Type COMMON Qty 1 Ply 1 Job Reference (optional) T24275340 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-RujOrx919wkGcat6MojrWec84Pv?wekLJ5UIbcz83b9 Scale = 1:15.0 1 2 3 4 4x4 2x4 3x4 5x8 3x4 5x8 1-0-0 1-0-0 1-2-0 0-2-0 3-0-0 1-10-0 4-10-0 1-10-0 5-0-0 0-2-0 6-0-0 1-0-0 3-0-0 3-0-0 6-0-0 3-0-0 0-6-02-0-00-6-06.00 12 Plate Offsets (X,Y)-- [1:0-1-7,0-0-3], [1:0-0-3,0-11-11], [3:0-1-7,0-0-3], [3:0-0-3,0-11-11] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.42 0.49 0.05 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 4 4 3 4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 31 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 , Right: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-4-0, 3=0-4-0 Max Horz 1=-79(LC 10) Max Uplift 1=-115(LC 12), 3=-115(LC 12) Max Grav 1=255(LC 1), 3=255(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-311/339, 2-3=-311/367 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 115 lb uplift at joint 1 and 115 lb uplift at joint 3. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss P2 Truss Type Hip Girder Qty 2 Ply 1 Job Reference (optional) T24275341 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-v4Gm2HAfwEs7EkSIvVE43s9NapJRf5nUXkEr72z83b8 Scale = 1:13.5 1 2 3 4 5 6 10 9 8 7 4x4 4x4 NAILED NAILED NAILED 1-0-0 1-0-0 1-2-0 0-2-0 2-6-0 1-4-0 3-6-0 1-0-0 4-10-0 1-4-0 5-0-0 0-2-0 6-0-0 1-0-0 1-2-0 1-2-0 2-6-0 1-4-0 3-6-0 1-0-0 4-10-0 1-4-0 6-0-0 1-2-0 0-6-01-9-00-6-01-9-06.00 12 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 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.22 0.06 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.00 (loc) 9 9 7 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-4-0, 7=0-4-0 Max Horz 10=-71(LC 23) Max Uplift 10=-379(LC 8), 7=-299(LC 8) Max Grav 10=419(LC 32), 7=412(LC 31) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 10 and 299 lb uplift at joint 7. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 1-6=-20 Concentrated Loads (lb) Vert: 4=-12(F) 9=-165(F) 8=-83(F) June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24275342 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-NGq8GcBHhX__st1VTDlJb3iRZCc1OYzemOzOfVz83b7 Scale = 1:14.8 1 2 3 2x4 2x4 2x4 4-9-8 4-9-8 0-0-42-4-126.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.61 0.33 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-9-0, 3=4-9-0 Max Horz 1=122(LC 12) Max Uplift 1=-51(LC 12), 3=-112(LC 12) Max Grav 1=192(LC 17), 3=213(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-202/331 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 51 lb uplift at joint 1 and 112 lb uplift at joint 3. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24275343 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-NGq8GcBHhX__st1VTDlJb3iYzCg?OYzemOzOfVz83b7 Scale = 1:9.8 1 2 3 2x4 2x4 2x4 2-9-8 2-9-8 0-0-41-4-126.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.14 0.07 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-9-0, 3=2-9-0 Max Horz 1=61(LC 12) Max Uplift 1=-25(LC 12), 3=-56(LC 12) Max Grav 1=96(LC 17), 3=107(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 25 lb uplift at joint 1 and 56 lb uplift at joint 3. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24275344 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-rTOXTyBvSr6rT1ch1wGY8HEcvcuM7?Dn?2jyCxz83b6 Scale = 1:14.3 1 2 3 4 3x6 3x6 4x4 2x4 5-5-0 5-5-0 4-0-0 4-0-0 5-5-0 1-5-0 0-0-42-0-06.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [3:Edge,0-3-8] 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.64 0.58 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-4-8, 4=5-4-8 Max Horz 1=103(LC 12) Max Uplift 1=-75(LC 12), 4=-113(LC 12) Max Grav 1=224(LC 17), 4=219(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-186/289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 1 and 113 lb uplift at joint 4. June 9,2021 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, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2739285-PACE-DON Truss V4 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T24275345 8.430 s May 12 2021 MiTek Industries, Inc. Wed Jun 9 08:46:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:Mjk?1uu6wKfJ6tKYFCBo0Uz9y9O-JfyvhICXD9Ei5BBtbdnnhUnrY0LDsQnxEiSVkNz83b5 Scale = 1:20.5 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 6-7-15 6-7-15 6-9-0 0-1-0 0-0-43-4-03-0-96.00 12 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 FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.15 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 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=6-8-8, 4=6-8-8, 5=6-8-8 Max Horz 1=181(LC 12) Max Uplift 4=-70(LC 12), 5=-209(LC 12) Max Grav 1=86(LC 1), 4=134(LC 17), 5=398(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-371/170 WEBS 2-5=-356/577 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * 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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 4 and 209 lb uplift at joint 5. June 9,2021 PRODUCT CODE APPROVALSLATERAL BRACING LOCATIONIndicates location where bearings(supports) occur. Icons vary butreaction section indicates jointnumber where bearings occur.Min size shown is for crushing only.Indicated by symbol shown and/orby text in the bracing section of theoutput. Use T or I bracingif indicated.The first dimension is the plate width measured perpendicular to slots. Second dimension isthe length parallel to slots.Center plate on joint unless x, yoffsets are indicated.Dimensions are in ft-in-sixteenths.Apply plates to both sides of trussand fully embed teeth.1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI.2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered.3. Never exceed the design loading shown and never stack materials on inadequately braced trusses.4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties.5. Cut members to bear tightly against each other.6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1.7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1.8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication.9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber.10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection.11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements.12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified.13. Top chords must be sheathed or purlins provided at spacing indicated on design.14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted.15. Connections not shown are the responsibility of others.16. Do not cut or alter truss member or plate without prior approval of an engineer.17. Install and load vertically unless indicated otherwise.18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use.19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient.20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria.21.The design does not take into account any dynamic or other loads other than those expressly stated.Failure to Follow Could Cause PropertyDamage or Personal Injury (Drawings not to scale)© 2012 MiTek® All Rights ReservedMiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020edge of truss.from outside"16/1-0ICC-ES Reports:ESR-1311, ESR-1352, ESR1988ER-3907, ESR-2362, ESR-1397, ESR-3282JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISEAROUND THE TRUSS STARTING AT THE JOINT FARTHEST TOTHE LEFT.CHORDS AND WEBS ARE IDENTIFIED BY END JOINTNUMBERS/LETTERS.W 4 - 6 W3-6W3 - 7 W2-7W1-7C1-8 C5-6C6-7C7-8C4-5 C3-4C2-3C1-2TOP CHORD TOP CHORD 87654321BOTTOM CHORDSTOP CHORDSBEARING4 x 4PLATE SIZEThis symbol indicates the required direction of slots inconnector plates."16/1For 4 x 2 orientation, locateplates 0- 1"4/3PLATE LOCATION AND ORIENTATIONSymbolsNumbering SystemGeneral Safety Notes *Plate location details available in MiTek 20/20software or upon request.Industry Standards:ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction.DSB-89: Design Standard for Bracing.BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses.6-4-8WEBSTrusses are designed for wind loads in the plane of the truss unless otherwise shown.Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others.dimensions shown in ft-in-sixteenths