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Home My WebLink AboutAPPROVED T23448344.2713985-PSLP-CHAY6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2713985-PSLP-CHAY - Design Code: FBC2020/TPI2014 Wind Code: N/A Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 51 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: PSL PROPERTIES Project Name: CHAY Model: . Subdivision: . Address: CARLTON, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: April 6,2021 Reviewed 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: Reviewed 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 T23448344 A1 Date 4/6/212T23448345A24/6/213T23448346A34/6/214T23448347A44/6/215T23448348A54/6/216T23448349A64/6/217T23448350A74/6/218T23448351A84/6/219T23448352A94/6/2110T23448353A104/6/2111T23448354A114/6/2112T23448355A124/6/2113T23448356A134/6/2114T23448357A144/6/2115T23448358A154/6/2116T23448359A164/6/2117T23448360A174/6/2118T23448361B14/6/2119T23448362B24/6/2120T23448363B34/6/2121T23448364B44/6/2122T23448365B54/6/21 No.Seal#Truss Name 23 T23448366 B6 Date 4/6/2124T23448367B74/6/2125T23448368C14/6/2126T23448369C24/6/2127T23448370C44/6/2128T23448371C54/6/2129T23448372C64/6/2130T23448373C74/6/2131T23448374C84/6/2132T23448375C94/6/2133T23448376C104/6/2134T23448377C114/6/2135T23448378C124/6/2136T23448379C134/6/2137T23448380C144/6/2138T23448381C154/6/2139T23448382C164/6/2140T23448383CJ14/6/2141T23448384CJ34/6/2142T23448385CJ54/6/2143T23448386CJ314/6/2144T23448387CJ514/6/21 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2713985-PSLP-CHAY - 2 of 2 Site Information: Lot/Block: . Customer Info: PSL PROPERTIES Project Name: CHAY Model: . Subdivision: . Address: CARLTON, . State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T23448388 EJ1 Date 4/6/2146T23448389EJ74/6/2147T23448390EJ714/6/2148T23448391HJ24/6/2149T23448392HJ74/6/2150T23448393HJ714/6/2151T23448394V24/6/21 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 2713985-PSLP-CHAY Truss A1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T23448344 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:57:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-u9aQRK3N3DlS_Qw1Yi_ag785Gs?h?fyaJG5FJwzUQHM Scale = 1:98.1 1 2 3 4 5 6 7 8 9 10 11 12 13 22 21 20 19 18 17 16 15 14 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 5x6 2x4 5x6 6x12 MT20HS 3x6 3x4 2x4 3x8 3x4 3x4 3x4 2x4 3x4 3x6 Special NAILED LUS24 NAILED 8-3-13 8-3-13 14-7-7 6-3-9 29-0-0 14-4-10 35-4-6 6-4-6 36-6-0 1-1-10 37-9-8 1-3-8 40-9-8 3-0-0 42-10-0 2-0-8 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 29-0-0 8-1-0 35-4-6 6-4-6 37-9-8 2-5-2 40-9-8 3-0-0 42-10-0 2-0-8 43-10-0 1-0-0 0-4-32-4-710-9-110-4-31-0-02-4-76.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-4], [11:0-3-0,0-2-0], [21:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.81 0.93 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.03 0.11 (loc) 18-20 2-22 12 2-22 l/defl >999 >391 n/a >835 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 243 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-17: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-22,21-22. WEBS 1 Row at midpt 5-20, 7-20 REACTIONS.All bearings 0-7-10 except (jt=length) 12=0-8-0. (lb) - Max Horz 2=-457(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-175(LC 8), 12=-245(LC 8), 22=-719(LC 32), 15=-571(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 2=277(LC 17), 12=359(LC 37), 22=1911(LC 13), 15=1525(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-129/471, 3-5=-891/465, 5-6=-969/576, 6-7=-940/562, 7-8=-1249/578, 8-9=-489/281, 10-11=-278/115, 11-12=-335/118 BOT CHORD 2-22=-357/167, 21-22=-357/167, 20-21=-105/864, 18-20=-276/1006, 17-18=-105/333, 8-16=-537/255, 14-15=-123/270, 12-14=-57/292 WEBS 3-22=-1590/763, 3-21=-327/1078, 6-20=-195/461, 5-21=-402/249, 10-14=-132/273, 7-20=-505/303, 8-18=-200/779, 9-15=-685/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 175 lb uplift at joint 2, 245 lb uplift at joint 12, 719 lb uplift at joint 22 and 571 lb uplift at joint 15. 9) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss, Single Ply Girder) or equivalent at 40-0-12 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. 10) Fill all nail holes where hanger is in contact with lumber. 11) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 76 lb down and 54 lb up at 40-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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 "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. April 6,2021 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 2713985-PSLP-CHAY Truss A1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T23448344 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:57:59 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-u9aQRK3N3DlS_Qw1Yi_ag785Gs?h?fyaJG5FJwzUQHM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-10=-54, 10-11=-54, 11-13=-54, 2-17=-20, 12-16=-20 Concentrated Loads (lb) Vert: 14=31(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 2713985-PSLP-CHAY Truss A2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448345 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-3Glal5CGTc7vo7G9hWg9dR5yMIow4dgBrUGKCnzUQHB Scale = 1:89.2 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x8 3x6 5x6 3x6 5x6 2x4 5x6 6x12 MT20HS 3x6 3x4 3x6 3x8 3x4 6x8 3x6 3x4 3x6 8-3-13 8-3-13 14-7-7 6-3-9 29-0-0 14-4-10 35-4-6 6-4-6 36-6-0 1-1-10 38-9-8 2-3-8 42-10-0 4-0-8 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 28-1-11 7-2-11 29-0-0 0-10-5 35-4-6 6-4-6 35-9-8 0-5-2 38-9-8 3-0-0 42-10-0 4-0-8 43-10-0 1-0-0 0-4-33-4-710-9-110-4-31-0-03-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [7:0-4-0,0-3-0], [11:0-3-0,0-2-0], [14:0-3-8,0-3-0], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.76 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.02 0.11 (loc) 17-19 2-21 12 2-21 l/defl >999 >391 n/a >836 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 240 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19 REACTIONS.All bearings 0-7-10 except (jt=length) 12=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-167(LC 12), 12=-230(LC 12), 21=-728(LC 12), 14=-556(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=274(LC 21), 12=351(LC 18), 21=1912(LC 17), 14=1516(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-159/480, 3-5=-880/574, 5-6=-960/717, 6-7=-931/697, 7-8=-1231/694, 8-9=-377/310 BOT CHORD 2-21=-371/231, 20-21=-371/231, 19-20=-199/856, 17-19=-361/991, 16-17=-108/296, 8-15=-605/291 WEBS 3-21=-1591/909, 3-20=-467/1080, 6-19=-217/453, 5-20=-405/329, 7-19=-496/368, 10-14=-649/452, 8-17=-295/799 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 38-9-8, Exterior(2E) 38-9-8 to 43-10-0 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 MT20 plates 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 167 lb uplift at joint 2, 230 lb uplift at joint 12, 728 lb uplift at joint 21 and 556 lb uplift at joint 14. April 6,2021 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 2713985-PSLP-CHAY Truss A3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448346 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-0ftLAnDW?DOc1QQXpwjdisALp6TrYW4UInlRHfzUQH9 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 3x6 5x6 4x6 2x4 3x6 3x4 3x6 3x8 3x4 3x4 3x4 4x6 6x8 3x6 8-3-13 8-3-13 14-7-7 6-3-9 33-9-8 19-2-1 35-4-6 1-6-14 36-6-0 1-1-10 36-9-8 0-3-8 42-10-0 6-0-8 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 33-9-8 12-10-8 35-4-6 1-6-14 36-9-8 1-5-2 42-10-0 6-0-8 43-10-0 1-0-0 0-4-34-4-710-9-110-4-31-0-04-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [10:0-3-0,0-2-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.69 0.79 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.37 0.01 0.12 (loc) 16-18 16-18 13 2-20 l/defl >999 >908 n/a >826 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18 REACTIONS.All bearings 0-7-10 except (jt=length) 11=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-194(LC 12), 11=-183(LC 12), 20=-681(LC 12), 13=-622(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=299(LC 21), 20=1830(LC 17), 13=1712(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-180/386, 3-5=-902/606, 5-6=-949/724, 6-7=-908/717, 7-8=-1054/643, 9-10=0/327, 10-11=-29/344 BOT CHORD 2-20=-268/199, 19-20=-268/199, 18-19=-214/870, 16-18=-284/870, 15-16=-161/382, 14-15=-583/1183, 9-14=-558/929 WEBS 3-20=-1506/857, 3-19=-419/995, 6-18=-292/517, 5-19=-360/300, 8-16=-109/670, 7-18=-386/385, 8-15=-1201/637, 10-13=-400/322, 9-13=-923/561 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 27-0-14, Interior(1) 27-0-14 to 36-9-8, Exterior(2R) 36-9-8 to 42-6-0, Interior(1) 42-6-0 to 43-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 2, 183 lb uplift at joint 11, 681 lb uplift at joint 20 and 622 lb uplift at joint 13. April 6,2021 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 2713985-PSLP-CHAY Truss A4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448347 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:13 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-UrRjN7E9mXWTfa?kNeEsF4jWTVtdHyBeXRU_p6zUQH8 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 21 20 19 18 17 16 15 14 13 22 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 5x6 5x8 3x6 3x4 3x6 3x8 3x4 3x6 3x4 3x4 3x4 3x6 8-3-13 8-3-13 14-7-7 6-3-9 27-0-14 12-5-8 31-9-8 4-8-10 34-9-8 3-0-0 35-4-6 0-6-14 36-6-0 1-1-10 42-10-0 6-4-0 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 27-0-14 6-1-14 31-9-8 4-8-10 34-9-8 3-0-0 35-4-6 0-6-14 42-10-0 7-5-10 43-10-0 1-0-0 0-4-35-4-710-9-110-4-31-0-05-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [9:0-3-0,0-2-0], [10:0-3-0,0-3-0], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.69 0.57 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.02 0.12 (loc) 2-21 2-21 13 2-21 l/defl >751 >386 n/a >828 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 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19 REACTIONS.All bearings 0-7-10 except (jt=length) 11=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-195(LC 12), 11=-191(LC 12), 21=-682(LC 12), 13=-605(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=294(LC 21), 21=1822(LC 17), 13=1819(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-177/409, 3-5=-878/607, 5-6=-903/731, 6-7=-857/720, 7-8=-1047/720, 8-9=-119/292, 9-10=-194/383, 10-11=-29/565 BOT CHORD 2-21=-280/198, 20-21=-280/198, 19-20=-216/847, 17-19=-280/851, 16-17=-271/538, 13-14=-366/160, 11-13=-398/180 WEBS 3-21=-1505/862, 3-20=-423/993, 6-19=-279/454, 5-20=-344/309, 10-14=-324/1016, 10-13=-1521/802, 7-19=-402/352, 14-16=-483/1069, 8-17=-38/491, 8-16=-1077/597 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 34-9-8, Exterior(2R) 34-9-8 to 40-9-8, Interior(1) 40-9-8 to 43-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 195 lb uplift at joint 2, 191 lb uplift at joint 11, 682 lb uplift at joint 21 and 605 lb uplift at joint 13. April 6,2021 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 2713985-PSLP-CHAY Truss A5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448348 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-y2_5aTFnXqeKHkZwwLl5nHFhDv9r0M3nm5EYLYzUQH7 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 13 21 20 19 18 17 16 15 14 22 23 24 25 26 27 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 5x6 2x4 4x6 3x6 3x4 3x6 3x8 5x8 3x4 3x6 4x6 3x4 3x6 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 27-2-10 6-3-10 29-9-8 2-6-14 32-9-8 3-0-0 35-4-6 2-6-14 36-6-0 1-1-10 42-10-0 6-4-0 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 27-2-10 6-3-10 27-9-8 0-6-14 29-9-8 2-0-0 32-9-8 3-0-0 35-4-6 2-6-14 42-10-0 7-5-10 43-10-0 1-0-0 0-4-36-4-710-9-110-4-31-0-06-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [9:0-3-0,0-2-0], [11:0-3-0,0-3-0], [20:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.69 0.82 0.85 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.25 -0.40 0.02 0.12 (loc) 17-19 17-19 14 2-21 l/defl >999 >834 n/a >828 L/d 360 240 n/a 240 PLATES MT20 Weight: 263 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-19, 7-19 REACTIONS.All bearings 0-7-10 except (jt=length) 12=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-193(LC 12), 12=-203(LC 12), 21=-689(LC 12), 14=-597(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=291(LC 21), 12=255(LC 18), 21=1868(LC 17), 14=1663(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-174/422, 3-5=-893/613, 5-6=-950/738, 6-7=-902/729, 7-8=-1037/767, 8-9=-915/658, 9-10=-166/321, 10-11=-243/372, 11-12=-16/277 BOT CHORD 2-21=-290/209, 20-21=-290/209, 19-20=-222/868, 17-19=-310/897, 16-17=-119/456, 15-16=-399/1023 WEBS 3-21=-1544/880, 3-20=-441/1033, 6-19=-291/498, 8-17=-524/449, 5-20=-380/312, 11-14=-1205/812, 11-15=-204/690, 9-17=-416/950, 9-16=-1050/447, 7-19=-369/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 27-0-14, Interior(1) 27-0-14 to 32-9-8, Exterior(2R) 32-9-8 to 38-9-8, Interior(1) 38-9-8 to 43-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 lb uplift at joint 2, 203 lb uplift at joint 12, 689 lb uplift at joint 21 and 597 lb uplift at joint 14. April 6,2021 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 2713985-PSLP-CHAY Truss A6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448349 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:15 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-QEYTopFPI8mBuu86U3GKKVoqUJTQltFw?lz5t_zUQH6 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 27 28 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 5x6 2x4 4x6 4x6 3x6 3x4 3x6 3x8 3x4 3x6 3x8 3x6 8-3-13 8-3-13 14-7-7 6-3-9 27-9-8 13-2-1 30-9-8 3-0-0 35-4-6 4-6-14 36-6-0 1-1-10 42-10-0 6-4-0 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 27-9-8 6-10-8 30-9-8 3-0-0 35-4-6 4-6-14 42-10-0 7-5-10 43-10-0 1-0-0 0-4-37-4-710-9-110-4-31-0-07-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-3-0,0-2-0], [10:0-3-0,0-3-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.79 0.93 0.59 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.51 0.02 0.12 (loc) 16-18 16-18 13 2-20 l/defl >999 >651 n/a >830 L/d 360 240 n/a 240 PLATES MT20 Weight: 255 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18 REACTIONS.All bearings 0-7-10 except (jt=length) 11=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-196(LC 12), 11=-204(LC 12), 20=-685(LC 12), 13=-597(LC 12) Max Grav All reactions 250 lb or less at joint(s) 11 except 2=296(LC 21), 20=1857(LC 17), 13=1686(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/402, 3-5=-895/619, 5-6=-950/747, 6-7=-900/725, 7-8=-740/598, 8-9=-850/605, 9-10=-217/359, 10-11=-40/291 BOT CHORD 2-20=-268/204, 19-20=-268/204, 18-19=-230/875, 16-18=-333/892, 9-14=-896/410 WEBS 3-20=-1531/881, 3-19=-440/1020, 7-16=-535/422, 9-16=-294/925, 5-19=-381/309, 10-13=-1209/797, 6-18=-246/451, 10-14=-350/670, 7-18=-309/374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2R) 20-11-0 to 26-11-0, Interior(1) 26-11-0 to 30-9-8, Exterior(2R) 30-9-8 to 36-9-8, Interior(1) 36-9-8 to 43-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 196 lb uplift at joint 2, 204 lb uplift at joint 11, 685 lb uplift at joint 20 and 597 lb uplift at joint 13. April 6,2021 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 2713985-PSLP-CHAY Truss A7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448350 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-MdgEDUHfql0v8CIVcUIoPwtBV7DbDmgDS3SCytzUQH4 Scale = 1:93.6 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 5x6 2x4 4x6 4x6 3x6 3x4 3x6 3x4 3x8 3x8 3x6 3x6 8-3-13 8-3-13 14-7-7 6-3-9 25-9-8 11-2-1 28-9-8 3-0-0 35-4-6 6-6-14 36-6-0 1-1-10 42-10-0 6-4-0 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 23-9-8 2-10-8 25-9-8 2-0-0 28-9-8 3-0-0 35-4-6 6-6-14 42-10-0 7-5-10 43-10-0 1-0-0 0-4-38-4-710-9-110-4-31-0-08-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-3-0,0-2-0], [10:0-3-0,0-3-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.69 0.63 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.25 0.01 0.12 (loc) 16-18 2-20 13 2-20 l/defl >999 >390 n/a >826 L/d 360 240 n/a 240 PLATES MT20 Weight: 260 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-16, 5-18, 7-18 REACTIONS.All bearings 0-7-10 except (jt=length) 11=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-194(LC 12), 11=-189(LC 12), 20=-683(LC 12), 13=-614(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=296(LC 21), 11=271(LC 18), 20=1867(LC 17), 13=1649(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-187/402, 3-5=-903/578, 5-6=-942/706, 6-7=-876/747, 7-8=-822/659, 8-9=-957/658, 9-10=-226/300 BOT CHORD 2-20=-268/185, 19-20=-268/185, 18-19=-230/889, 16-18=-280/923, 9-14=-884/612 WEBS 3-20=-1546/883, 3-19=-445/1036, 5-19=-366/318, 7-16=-394/281, 9-16=-258/830, 6-18=-312/511, 10-13=-1152/737, 10-14=-506/687, 7-18=-370/355 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2E) 20-11-0 to 25-9-8, Interior(1) 25-9-8 to 28-9-8, Exterior(2R) 28-9-8 to 34-9-8, Interior(1) 34-9-8 to 43-10-0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 194 lb uplift at joint 2, 189 lb uplift at joint 11, 683 lb uplift at joint 20 and 614 lb uplift at joint 13. April 6,2021 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 2713985-PSLP-CHAY Truss A8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448351 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-qpEcQqIHb38mlLth9Bp1y7QHVWZ3yCWNhjClUJzUQH3 Scale: 1/8"=1' 1 2 3 4 5 6 7 8 9 10 11 12 20 19 18 17 16 15 14 13 21 22 23 24 25 26 3x6 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x6 5x6 5x6 5x6 3x6 3x4 4x6 4x6 3x6 3x4 3x6 5x6 3x4 3x8 3x8 3x6 3x6 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 26-9-8 5-10-8 35-4-6 8-6-14 36-2-3 0-9-13 42-10-1 6-7-14 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-9 20-11-0 6-3-10 23-9-8 2-10-8 26-9-8 3-0-1 35-4-6 8-6-14 36-2-3 0-9-13 42-10-1 6-7-14 43-10-1 1-0-0 0-4-39-4-710-9-110-4-31-0-09-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [8:0-3-8,0-2-4], [10:0-3-0,0-3-0], [19:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.61 0.75 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.01 0.12 (loc) 15-16 15-16 13 2-20 l/defl >999 >999 n/a >825 L/d 360 240 n/a 240 PLATES MT20 Weight: 265 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 5-18, 7-18, 7-16, 8-16 REACTIONS.All bearings 0-7-10 except (jt=length) 11=0-8-0. (lb) - Max Horz 2=-457(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 11=-167(LC 12), 20=-679(LC 12), 13=-641(LC 12), 2=-194(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 11=290(LC 18), 20=1872(LC 17), 13=1621(LC 18), 2=297(LC 21) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-191/396, 3-5=-909/577, 5-6=-934/708, 6-7=-843/762, 7-8=-849/697, 8-9=-1003/678 BOT CHORD 2-20=-262/178, 19-20=-262/178, 18-19=-229/902, 16-18=-213/918, 9-14=-1004/828 WEBS 3-20=-1556/882, 3-19=-444/1046, 5-19=-355/323, 6-18=-354/554, 7-18=-428/342, 9-16=-210/749, 10-13=-1099/717, 10-14=-680/834 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-11-0, Exterior(2E) 20-11-0 to 23-9-8, Interior(1) 23-9-8 to 26-9-8, Exterior(2R) 26-9-8 to 32-9-8, Interior(1) 32-9-8 to 43-10-1 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 167 lb uplift at joint 11, 679 lb uplift at joint 20, 641 lb uplift at joint 13 and 194 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss A9 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448352 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-I?o_eAJvMNGdNVStjuLGULzWowsHhikWvNxJ0mzUQH2 Scale = 1:86.5 1 2 3 4 5 6 7 8 9 10 11 1213 23 22 21 20 19 18 17 16 15 14 24 25 26 27ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 5x6 2x4 4x6 4x10 MT20HS 3x4 3x4 3x4 3x4 3x8 3x4 3x4 2x4 8-3-13 8-3-13 14-7-7 6-3-10 20-0-8 5-5-1 24-9-9 4-9-1 30-2-10 5-5-1 35-4-6 5-1-12 36-2-3 0-9-13 42-10-1 6-7-14 -1-0-0 1-0-0 8-3-13 8-3-13 14-7-7 6-3-10 20-0-8 5-5-1 24-9-9 4-9-1 30-2-10 5-5-1 35-4-6 5-1-12 36-2-3 0-9-13 42-10-1 6-7-14 43-10-1 1-0-0 0-4-310-4-70-4-31-0-010-4-76.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [6:0-6-0,0-2-8], [7:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.81 0.56 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.24 0.02 0.11 (loc) 2-23 2-23 12 2-23 l/defl >770 >393 n/a >840 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 268 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-23,22-23. WEBS 1 Row at midpt 6-20, 6-19, 8-19 REACTIONS.All bearings 0-7-10 except (jt=length) 12=0-8-0. (lb) - Max Horz 2=-438(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-198(LC 12), 12=-258(LC 12), 23=-695(LC 12), 14=-530(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=278(LC 21), 12=432(LC 18), 23=1944(LC 17), 14=1471(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-184/438, 3-5=-919/590, 5-6=-967/721, 6-7=-863/723, 7-8=-999/727, 8-10=-996/632, 10-11=-527/441, 11-12=-339/204 BOT CHORD 2-23=-277/152, 22-23=-277/152, 20-22=-208/901, 19-20=-134/919, 17-19=-259/820, 16-17=-71/302, 10-15=-497/207, 14-15=-43/262, 12-14=-43/262 WEBS 3-23=-1624/880, 3-22=-410/1104, 5-22=-405/299, 8-17=-315/242, 10-17=-261/720, 11-14=-702/513 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 20-0-8, Exterior(2E) 20-0-8 to 24-9-9, Exterior(2R) 24-9-9 to 33-3-6, Interior(1) 33-3-6 to 43-10-1 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 MT20 plates unless otherwise indicated. 6) All plates are 3x6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift at joint 2, 258 lb uplift at joint 12, 695 lb uplift at joint 23 and 530 lb uplift at joint 14. April 6,2021 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 2713985-PSLP-CHAY Truss A10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448353 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:00 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-ML8oeg4?qXtJbaVE6PVpDKgFXGKwk2EjYwrorMzUQHL Scale = 1:69.8 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 3x6 ST1.5x8 STP 5x6 5x6 3x6 4x6 3x4 2x4 3x4 3x4 3x4 6x12 MT20HS 3x4 3x6 3x6 4x6 7-4-5 7-4-5 14-2-3 6-9-13 21-0-0 6-9-13 23-10-1 2-10-1 30-0-4 6-2-4 36-6-0 6-5-12 -1-0-0 1-0-0 7-4-5 7-4-5 14-2-3 6-9-13 21-0-0 6-9-13 23-10-1 2-10-1 30-0-4 6-2-4 36-6-0 6-5-12 0-4-310-10-34-6-310-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-2], [6:0-3-0,0-2-0], [7:0-4-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.99 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.44 -0.72 0.08 0.39 (loc) 13-15 13-15 10 13-15 l/defl >972 >601 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 229 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 5-13, 8-12 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-384(LC 10) Max Uplift 2=-720(LC 12), 10=-646(LC 12) Max Grav 2=1747(LC 17), 10=1568(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3017/1326, 3-5=-2363/1176, 5-6=-1531/937, 6-7=-1324/929, 7-8=-1547/962, 8-9=-1322/721, 9-10=-1466/827 BOT CHORD 2-16=-1312/2862, 15-16=-1312/2862, 13-15=-996/2240, 12-13=-547/1412, 11-12=-540/1132 WEBS 3-16=0/283, 3-15=-708/394, 5-15=-146/743, 5-13=-1196/646, 6-13=-224/539, 7-12=-180/376, 8-12=-185/423, 8-11=-599/483, 9-11=-630/1336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 21-0-0, Exterior(2E) 21-0-0 to 23-10-1, Exterior(2R) 23-10-1 to 32-3-14, Interior(1) 32-3-14 to 36-4-4 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) All plates are MT20 plates 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 720 lb uplift at joint 2 and 646 lb uplift at joint 10. April 6,2021 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 2713985-PSLP-CHAY Truss A11 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448354 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-qYiAs05dbr?ADk4Qg702mYDSmgikTXotnaaMOozUQHK Scale = 1:65.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 3x6 ST1.5x8 STP 5x6 5x8 3x6 4x6 3x4 2x4 3x4 3x8 5x6 3x4 3x6 3x6 4x6 9-9-4 9-9-4 19-0-0 9-2-12 25-10-1 6-10-1 31-0-4 5-2-4 36-6-0 5-5-12 -1-0-0 1-0-0 6-8-5 6-8-5 12-10-3 6-1-13 19-0-0 6-1-13 25-10-1 6-10-1 31-0-4 5-2-4 36-6-0 5-5-12 0-4-39-10-34-6-39-10-36.00 12 Plate Offsets (X,Y)-- [6:0-3-0,0-2-0], [7:0-6-0,0-2-8], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.68 0.89 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.45 0.08 0.16 (loc) 13-15 13-15 10 2-15 l/defl >999 >958 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 228 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing. WEBS 1 Row at midpt 5-13, 7-12 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-341(LC 10) Max Uplift 2=-720(LC 12), 10=-646(LC 12) Max Grav 2=1758(LC 17), 10=1576(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3005/1409, 3-5=-2788/1339, 5-6=-1819/1067, 6-7=-1601/1042, 7-8=-1465/938, 8-9=-1233/693, 9-10=-1494/856 BOT CHORD 2-15=-1395/2844, 13-15=-1098/2282, 12-13=-567/1319, 11-12=-531/1059 WEBS 3-15=-357/351, 5-15=-179/735, 5-13=-879/552, 6-13=-116/465, 7-13=-257/620, 8-12=-115/429, 8-11=-615/478, 9-11=-663/1340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-0-0, Exterior(2E) 19-0-0 to 25-10-1, Exterior(2R) 25-10-1 to 34-3-14, Interior(1) 34-3-14 to 36-4-4 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 720 lb uplift at joint 2 and 646 lb uplift at joint 10. April 6,2021 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 2713985-PSLP-CHAY Truss A12 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448355 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-IkGZ3M5FM871rufcEqXHIlmcN43eCvC0?EKvwFzUQHJ Scale = 1:65.7 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 3x6 ST1.5x8 STP 5x8 5x8 3x6 4x6 3x4 2x4 3x4 3x4 5x8 2x4 3x6 4x6 5x6 8-9-4 8-9-4 17-0-0 8-2-12 22-5-0 5-5-0 27-10-1 5-5-0 36-6-0 8-7-15 -1-0-0 1-0-0 6-0-5 6-0-5 11-6-3 5-5-13 17-0-0 5-5-13 22-5-0 5-5-0 27-10-1 5-5-0 36-6-0 8-7-15 0-4-38-10-34-6-38-10-36.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-6-0,0-2-8], [10:Edge,0-3-8], [12:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.75 0.78 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.37 0.08 0.15 (loc) 13-15 13-15 10 13-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 235 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 8-9: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-6 oc bracing. WEBS 1 Row at midpt 6-12, 7-12, 8-11, 9-11 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=-298(LC 10) Max Uplift 2=-721(LC 12), 10=-646(LC 12) Max Grav 2=1755(LC 17), 10=1552(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3036/1446, 3-5=-2849/1386, 5-6=-2009/1144, 6-7=-1619/1066, 7-8=-1620/1065, 8-9=-1478/832, 9-10=-1415/881 BOT CHORD 2-15=-1431/2840, 13-15=-1172/2367, 12-13=-824/1841, 11-12=-582/1269 WEBS 3-15=-296/306, 5-15=-152/630, 5-13=-775/507, 6-13=-291/857, 6-12=-301/94, 7-12=-310/306, 8-12=-385/763, 8-11=-325/359, 9-11=-624/1374 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2R) 17-0-0 to 25-5-13, Interior(1) 25-5-13 to 27-10-1, Exterior(2E) 27-10-1 to 36-4-4 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 721 lb uplift at joint 2 and 646 lb uplift at joint 10. April 6,2021 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 2713985-PSLP-CHAY Truss A13 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448356 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-mwqxHi6t7SFuS2EpnX2WrzIlgTMnxQi9Eu3SShzUQHI Scale = 1:65.8 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 5x8 ST1.5x8 STP 5x8 5x8 4x6 4x6 2x4 3x4 5x8 2x4 3x6 3x6 5x6 7-9-4 7-9-4 15-0-0 7-2-12 22-5-1 7-5-1 29-10-1 7-5-1 36-6-0 6-7-15 -1-0-0 1-0-0 7-9-4 7-9-4 15-0-0 7-2-12 22-5-1 7-5-1 29-10-1 7-5-1 36-6-0 6-7-15 0-4-37-10-34-6-37-10-36.00 12 Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [4:0-6-0,0-2-8], [6:0-6-0,0-2-8], [10:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.92 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.32 0.09 0.17 (loc) 10-11 10-11 8 2-13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 211 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, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 3-11, 4-10, 6-10 REACTIONS. (size)2=0-7-10, 8=Mechanical Max Horz 2=267(LC 12) Max Uplift 2=-720(LC 12), 8=-646(LC 12) Max Grav 2=1731(LC 17), 8=1546(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2983/1414, 3-4=-2203/1166, 4-5=-1845/1137, 5-6=-1845/1137, 6-7=-1336/765, 7-8=-1448/868 BOT CHORD 2-13=-1390/2735, 11-13=-1391/2729, 10-11=-925/1985, 9-10=-560/1154 WEBS 3-13=0/319, 3-11=-863/535, 4-11=-180/704, 5-10=-455/441, 6-10=-516/1050, 6-9=-465/426, 7-9=-642/1358 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2R) 15-0-0 to 23-5-13, Interior(1) 23-5-13 to 29-10-1, Exterior(2E) 29-10-1 to 36-4-4 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 720 lb uplift at joint 2 and 646 lb uplift at joint 8. April 6,2021 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 2713985-PSLP-CHAY Truss A14 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448357 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-F6OJU27VumNl4Co?LFZlNArzUtjRgu4JTYp0?7zUQHH Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 5x6 ST1.5x8 STP 3x6 5x6 3x6 3x4 2x4 5x8 3x4 3x4 3x4 3x6 5x8 4x6 3x6 6-9-4 6-9-4 13-0-0 6-2-12 22-5-1 9-5-1 31-10-1 9-5-1 36-6-0 4-7-15 -1-0-0 1-0-0 6-9-4 6-9-4 13-0-0 6-2-12 19-3-6 6-3-6 25-6-11 6-3-6 31-10-1 6-3-6 36-6-0 4-7-15 0-4-36-10-34-6-36-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-3-0,0-2-0], [14:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.65 0.89 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.27 -0.47 0.10 0.17 (loc) 13-14 13-14 10 13-14 l/defl >999 >927 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 209 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-12 oc bracing. WEBS 1 Row at midpt 5-14, 7-11 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=267(LC 12) Max Uplift 2=-720(LC 12), 10=-646(LC 12) Max Grav 2=1721(LC 17), 10=1534(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3006/1421, 3-4=-2372/1201, 4-5=-2102/1163, 5-7=-2109/1147, 7-8=-1007/639, 8-9=-1139/633, 9-10=-1496/838 BOT CHORD 2-15=-1417/2730, 14-15=-1417/2730, 13-14=-1095/2229, 11-13=-941/1851 WEBS 3-15=0/254, 3-14=-698/467, 4-14=-231/726, 5-14=-335/158, 5-13=-235/284, 7-13=-175/671, 7-11=-1240/665, 8-11=0/297, 9-11=-644/1347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2R) 13-0-0 to 21-5-13, Interior(1) 21-5-13 to 31-10-1, Exterior(2E) 31-10-1 to 36-4-4 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 720 lb uplift at joint 2 and 646 lb uplift at joint 10. April 6,2021 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 2713985-PSLP-CHAY Truss A15 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448358 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-jJyhiO87f3VciLNBvy4_wOO7WH3zPM3ShCYZXZzUQHG Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 25 26 5x6 ST1.5x8 STP 3x6 5x8 3x6 4x6 3x4 2x4 3x8 3x4 3x4 3x4 5x6 3x8 3x6 4x6 5-9-4 5-9-4 11-0-0 5-2-12 18-7-15 7-7-15 26-2-2 7-6-3 33-10-1 7-7-15 36-6-0 2-7-15 -1-0-0 1-0-0 5-9-4 5-9-4 11-0-0 5-2-12 18-7-15 7-7-15 26-2-2 7-6-3 33-10-1 7-7-15 36-6-0 2-7-15 0-4-35-10-34-6-35-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [8:0-6-0,0-2-8], [11:0-3-8,0-1-8], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.76 0.87 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.23 -0.41 0.11 0.22 (loc) 13-15 13-15 10 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 210 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 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-5 oc bracing. WEBS 1 Row at midpt 5-15, 8-12 REACTIONS. (size)2=0-7-10, 10=Mechanical Max Horz 2=267(LC 12) Max Uplift 2=-720(LC 12), 10=-646(LC 12) Max Grav 2=1697(LC 17), 10=1524(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2993/1410, 3-4=-2494/1240, 4-5=-2223/1187, 5-7=-2611/1377, 7-8=-2109/1147, 8-9=-809/435, 9-10=-1530/806 BOT CHORD 2-16=-1424/2689, 15-16=-1424/2689, 13-15=-1292/2629, 12-13=-1062/2126, 11-12=-345/698 WEBS 3-15=-534/374, 4-15=-243/781, 5-15=-627/251, 5-13=-152/288, 7-13=-354/625, 7-12=-735/596, 8-12=-885/1763, 8-11=-905/643, 9-11=-680/1366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 33-10-1, Exterior(2E) 33-10-1 to 36-4-4 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 720 lb uplift at joint 2 and 646 lb uplift at joint 10. April 6,2021 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 2713985-PSLP-CHAY Truss A16 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448359 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-BVV3vk8mQNdTJVyNTgcDTbwJIhPJ8mRcwsI730zUQHF Scale: 3/16"=1' 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 5x6 ST1.5x8 STP 3x6 4x6 3x6 3x6 4x6 3x8 2x4 3x4 3x4 3x4 5x6 3x4 3x8 9-0-0 9-0-0 15-11-6 6-11-6 22-9-0 6-9-10 29-6-10 6-9-10 36-6-0 6-11-6 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 15-11-6 6-11-6 22-9-0 6-9-10 29-6-10 6-9-10 36-6-0 6-11-6 0-4-34-10-36.00 12 Plate Offsets (X,Y)-- [4:0-3-0,0-2-0], [11:0-3-8,0-1-8], [12:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.69 0.86 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.41 0.11 0.28 (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: 197 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 3-2-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-7-15 oc bracing. WEBS 1 Row at midpt 5-15, 9-11 REACTIONS. (size)10=Mechanical, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 10=-648(LC 12), 2=-718(LC 12) Max Grav 10=1332(LC 1), 2=1406(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2452/1408, 3-4=-2250/1282, 4-5=-1987/1211, 5-6=-2648/1578, 6-8=-2529/1426, 8-9=-1682/934, 9-10=-1269/789 BOT CHORD 2-15=-1442/2122, 13-15=-1578/2648, 12-13=-1426/2529, 11-12=-934/1682 WEBS 3-15=-262/308, 4-15=-279/696, 5-15=-796/442, 6-12=-430/402, 8-12=-603/1019, 8-11=-967/693, 9-11=-1104/1994 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 36-4-4 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 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 648 lb uplift at joint 10 and 718 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss A17 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448360 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-b4BCXlBejI?2Azhy8o9w4EYsvuSqL7q2cqWngLzUQHC Scale: 3/16"=1' 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 5x6 ST1.5x8 STP 7x10 5x6 3x8 4x6 7x10 4x6 4x6 4x6 4x6 5x6 5x8 NAILED 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 7-0-0 7-0-0 14-2-12 7-2-12 21-7-4 7-4-8 28-11-12 7-4-8 36-6-0 7-6-4 -1-0-0 1-0-0 7-0-0 7-0-0 14-2-12 7-2-12 21-7-4 7-4-8 28-11-12 7-4-8 36-6-0 7-6-4 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [2:0-3-14,0-1-13], [3:0-3-0,0-2-7], [5:0-5-0,0-4-8], [12:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.54 0.75 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.49 0.10 0.37 (loc) 11-12 11-12 8 11-12 l/defl >999 >874 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 471 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-3: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-13,5-12,6-11,7-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. REACTIONS. (size)8=Mechanical, 2=0-7-10 Max Horz 2=226(LC 25) Max Uplift 8=-1432(LC 8), 2=-1565(LC 8) Max Grav 8=2841(LC 1), 2=2877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5764/2971, 3-4=-4969/2683, 4-5=-7602/3939, 5-6=-7587/3864, 6-7=-5178/2622, 7-8=-2674/1478 BOT CHORD 2-13=-2718/5054, 12-13=-3939/7602, 11-12=-3895/7620, 9-11=-2622/5178 WEBS 3-13=-854/2047, 4-13=-2984/1385, 4-12=0/640, 5-11=-752/718, 6-11=-1367/2651, 6-9=-1968/1377, 7-9=-2843/5613 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. 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1432 lb uplift at joint 8 and 1565 lb uplift at joint 2. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 620 lb down and 390 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 Continued on page 2 April 6,2021 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 2713985-PSLP-CHAY Truss A17 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448360 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:09 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-b4BCXlBejI?2Azhy8o9w4EYsvuSqL7q2cqWngLzUQHC LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 3=-105(B) 13=-581(B) 6=-105(B) 9=-58(B) 14=-105(B) 15=-105(B) 16=-105(B) 17=-105(B) 18=-105(B) 19=-105(B) 20=-105(B) 21=-105(B) 22=-105(B) 23=-105(B) 24=-105(B) 25=-105(B) 26=-105(B) 27=-58(B) 28=-58(B) 29=-58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=-58(B) 34=-58(B) 35=-58(B) 36=-58(B) 37=-58(B) 38=-58(B) 39=-58(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 2713985-PSLP-CHAY Truss B1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T23448361 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 6 08:11:22 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:bIG?X6wraf9UFsYNaAbIxJzURob-ko3eBW1q0w8PgP6KKtbVTvgevkO9CwLIpfvUiZzTVC3 Scale = 1:43.1 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 17 18 ST1.5x8 STP ST1.5x8 STP 4x6 5x6 7x10 3x6 5x8 3x8 3x6 8x10 6x8 5x6 8x10 6x8 4x6 HGUS26-2 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 HTU26 7-1-8 7-1-8 11-1-0 3-11-8 14-0-15 2-11-15 17-9-5 3-8-7 22-1-0 4-3-11 -1-0-0 1-0-0 7-1-8 7-1-8 11-1-0 3-11-8 14-0-15 2-11-15 17-9-5 3-8-7 22-1-0 4-3-11 0-4-34-4-115-10-113-4-111-0-03-11-34-4-116.00 12 Plate Offsets (X,Y)-- [2:0-1-11,Edge], [7:0-2-12,0-2-8], [8:0-4-8,0-1-8], [9:0-3-8,0-4-8], [10:0-3-4,0-4-0], [11:0-5-0,0-4-8], [12:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.91 0.48 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.31 0.03 0.23 (loc) 11-12 11-12 13 11-12 l/defl >999 >824 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* 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 *Except* 7-8: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-11,6-10,7-9: 2x4 SP No.2, 7-13: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-6-4 oc bracing. REACTIONS.(lb/size)2=5480/0-7-10, 13=8158/0-6-10 Max Horz 2=260(LC 8) Max Uplift 2=-2788(LC 8), 13=-4083(LC 8) Max Grav 2=5480(LC 1), 13=8594(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11273/5588, 3-4=-8359/4231, 4-5=-8314/4222, 5-6=-9097/4477, 6-7=-5934/2873, 8-13=-791/1867, 7-13=-6727/3293 BOT CHORD 2-12=-5067/9931, 12-14=-5067/9931, 11-14=-5067/9931, 11-15=-4513/9151, 10-15=-4513/9151, 10-16=-2873/5933, 16-17=-2873/5933, 9-17=-2873/5933 WEBS 3-12=-1602/3371, 3-11=-3348/1769, 4-11=-3605/7190, 5-11=-2901/1284, 5-10=-1792/981, 6-10=-2420/4793, 6-9=-3755/1968, 7-9=-4276/8835 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 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-4-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2788 lb uplift at joint 2 and 4083 lb uplift at joint 13. 11) Use Simpson Strong-Tie HGUS26-2 (20-10d Girder, 6-10d Truss) or equivalent at 7-1-8 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. Continued on page 2 April 6,2021 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 2713985-PSLP-CHAY Truss B1 Truss Type Roof Special Girder Qty 1 Ply 2 Job Reference (optional) T23448361 8.430 s Mar 22 2021 MiTek Industries, Inc. Tue Apr 6 08:11:22 2021 Page 2 Builders FirstSource, Fort Piece, FL 34945 ID:bIG?X6wraf9UFsYNaAbIxJzURob-ko3eBW1q0w8PgP6KKtbVTvgevkO9CwLIpfvUiZzTVC3 NOTES- 12) Use Simpson Strong-Tie HTU26 (20-10d Girder, 14-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-3-4 oc max. starting at 9-0-12 from the left end to 21-4-0 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-7=-54, 2-8=-20 Concentrated Loads (lb) Vert: 8=-1319(F) 12=-2821(F) 11=-1312(F) 14=-1312(F) 15=-1312(F) 16=-1312(F) 17=-1312(F) 18=-1312(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 2713985-PSLP-CHAY Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448362 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-jaT7GCLofIeCEzBSO1uz6zb5M8zMu1aycLAzd4zUQH? Scale = 1:41.5 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 ST1.5x8 STP ST1.5x8 STP4x6 5x12 2x4 3x4 3x4 2x4 5x8 3x4 6x8 5-9-12 5-9-12 11-1-0 5-3-4 15-0-15 3-11-15 22-1-0 7-0-1 -1-0-0 1-0-0 5-9-12 5-9-12 11-1-0 5-3-4 15-0-15 3-11-15 22-1-0 7-0-1 0-4-33-10-115-10-113-10-111-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [6:0-1-12,0-3-0], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.49 0.40 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.11 0.03 0.07 (loc) 7-8 7-8 12 9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 125 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 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-11 oc bracing. REACTIONS. (size)2=0-7-10, 12=0-6-10 Max Horz 2=231(LC 12) Max Uplift 2=-462(LC 12), 12=-375(LC 12) Max Grav 2=870(LC 17), 12=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1380/903, 3-4=-939/692, 4-5=-917/720, 5-6=-1031/736 BOT CHORD 2-10=-974/1239, 9-10=-974/1239, 8-9=-754/1048 WEBS 3-9=-539/458, 4-9=-348/548, 5-9=-382/264, 5-8=-418/439, 6-8=-730/1022, 6-12=-778/546 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-1-0, Exterior(2E) 11-1-0 to 15-0-15, Interior(1) 15-0-15 to 21-4-0 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. 7) Bearing at joint(s) 12 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 462 lb uplift at joint 2 and 375 lb uplift at joint 12. April 6,2021 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 2713985-PSLP-CHAY Truss B3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448363 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-Bm1VTYMQQbm3s7lfykPCfB7F2XJIdYi6q?vW9XzUQH_ Scale = 1:41.5 1 2 3 4 5 6 10 9 8 7 11 12 13 4x6 ST1.5x8 STP ST1.5x8 STP4x6 5x12 2x4 3x4 3x4 2x4 5x8 3x4 6x8 5-9-12 5-9-12 11-1-0 5-3-4 17-0-15 5-11-15 22-1-0 5-0-1 -1-0-0 1-0-0 5-9-12 5-9-12 11-1-0 5-3-4 17-0-15 5-11-15 22-1-0 5-0-1 0-4-32-10-115-10-112-10-111-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [6:0-1-12,0-3-0], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.56 0.42 0.44 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.05 -0.12 0.03 0.07 (loc) 8-9 8-9 12 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. REACTIONS. (size)2=0-7-10, 12=0-6-10 Max Horz 2=-200(LC 10) Max Uplift 2=-470(LC 12), 12=-367(LC 12) Max Grav 2=868(LC 1), 12=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1374/921, 3-4=-949/714, 4-5=-952/713, 5-6=-1136/786 BOT CHORD 2-10=-924/1230, 9-10=-924/1230, 8-9=-814/1165 WEBS 3-9=-526/447, 4-9=-284/504, 5-9=-448/341, 5-8=-517/494, 6-8=-791/1142, 6-12=-795/548 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-1-0, Exterior(2E) 11-1-0 to 17-0-15, Interior(1) 17-0-15 to 21-4-0 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. 7) Bearing at joint(s) 12 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 470 lb uplift at joint 2 and 367 lb uplift at joint 12. April 6,2021 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 2713985-PSLP-CHAY Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448364 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:23 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-Bm1VTYMQQbm3s7lfykPCfB7CtXG1dXs6q?vW9XzUQH_ Scale = 1:42.5 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 ST1.5x8 STP ST1.5x8 STP6x8 6x12 MT20HS 2x4 3x4 3x4 2x4 5x8 3x6 5-9-12 5-9-12 11-1-0 5-3-4 19-0-15 7-11-15 22-1-0 3-0-1 -1-0-0 1-0-0 5-9-12 5-9-12 11-1-0 5-3-4 19-0-15 7-11-15 22-1-0 3-0-1 0-4-31-10-115-10-111-10-111-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [6:0-1-12,0-3-0], [9:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.76 0.63 0.49 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.11 -0.24 0.03 0.08 (loc) 8-9 8-9 12 8-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 111 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 4-2-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 1 Row at midpt 5-9 REACTIONS. (size)2=0-7-10, 12=0-6-10 Max Horz 2=-219(LC 10) Max Uplift 2=-475(LC 12), 12=-362(LC 12) Max Grav 2=868(LC 1), 12=758(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1367/931, 3-4=-962/754, 4-5=-996/708, 5-6=-1247/874 BOT CHORD 2-10=-867/1227, 9-10=-867/1227, 8-9=-935/1307 WEBS 3-9=-508/429, 4-9=-223/503, 5-9=-607/488, 5-8=-669/667, 6-8=-915/1285, 6-12=-898/597 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-1-0, Exterior(2R) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 21-4-0 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 MT20 plates 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) Bearing at joint(s) 12 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 475 lb uplift at joint 2 and 362 lb uplift at joint 12. April 6,2021 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 2713985-PSLP-CHAY Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23448365 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:24 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-fzbthuM2AvuvUGKrWSwRBOgKQxYvMxAF3ff4hzzUQGz Scale = 1:41.0 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 4x6 ST1.5x8 STP ST1.5x8 STP 3x4 2x4 2x4 7x10 2x4 4x6 3x4 3x4 5x12 2x4 3x4 5-2-13 5-2-13 9-11-2 4-8-5 15-3-11 5-4-9 19-6-6 4-2-11 22-2-0 2-7-10 -1-0-0 1-0-0 5-2-13 5-2-13 9-11-2 4-8-5 11-1-0 1-1-14 15-3-11 4-2-11 19-6-6 4-2-11 22-2-0 2-7-10 23-2-0 1-0-0 0-4-35-10-110-4-31-0-06.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [7:0-0-7,Edge], [12:0-3-12,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.90 0.84 0.61 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.59 0.34 0.38 (loc) 7-11 7-11 8 7-11 l/defl >834 >438 n/a >677 L/d 360 240 n/a 240 PLATES MT20 Weight: 119 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-13: 2x4 SP No.3, 7-12: 2x4 SP M 31, 7-10: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 11 REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-262(LC 10) Max Uplift 2=-476(LC 12), 8=-472(LC 12) Max Grav 2=869(LC 1), 8=877(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1394/944, 3-4=-1253/899, 4-5=-1218/1021, 5-6=-1901/1466, 6-7=-1818/1208, 7-8=-474/382 BOT CHORD 2-14=-713/1283, 4-12=-217/279, 11-12=-376/942, 7-11=-941/1633 WEBS 12-14=-684/1235, 5-12=-459/632, 6-11=-512/541, 5-11=-833/1119 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-2-13, Interior(1) 5-2-13 to 11-1-0, Exterior(2R) 11-1-0 to 17-1-0, Interior(1) 17-1-0 to 23-2-0 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) 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 476 lb uplift at joint 2 and 472 lb uplift at joint 8. April 6,2021 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 2713985-PSLP-CHAY Truss B6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23448366 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-799FuDNgxD0m5Qv149RgkcDV2Ls85QkPIJOdDPzUQGy Scale = 1:40.8 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 3x4 5x8 2x4 4x6 3x4 3x4 2x4 6x8 3x8 2x4 4-9-4 4-9-4 9-0-0 4-2-12 9-11-2 0-11-2 13-2-0 3-2-14 19-6-6 6-4-6 22-2-0 2-7-10 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 9-11-2 0-11-2 13-2-0 3-2-14 15-8-11 2-6-11 19-6-6 3-9-11 22-2-0 2-7-10 23-2-0 1-0-0 0-4-34-10-30-4-31-0-04-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [4:0-6-0,0-2-8], [7:0-1-1,0-2-0], [12:0-5-8,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.97 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.70 0.36 0.42 (loc) 7-11 7-11 8 7-11 l/defl >750 >367 n/a >614 L/d 360 240 n/a 240 PLATES MT20 Weight: 116 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP M 31, 7-10: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-217(LC 10) Max Uplift 2=-471(LC 12), 8=-468(LC 12) Max Grav 2=878(LC 1), 8=883(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1427/911, 3-4=-1431/911, 4-5=-1242/869, 5-6=-1443/943, 6-7=-1770/1137, 7-8=-478/360 BOT CHORD 2-15=-688/1289, 11-12=-544/1278, 7-11=-888/1625 WEBS 5-11=-269/536, 4-12=-195/452, 12-15=-698/1308, 6-11=-560/472 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 4-9-4, Interior(1) 4-9-4 to 9-0-0, Exterior(2E) 9-0-0 to 13-2-0, Exterior(2R) 13-2-0 to 21-10-3, Interior(1) 21-10-3 to 23-2-0 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 2 and 468 lb uplift at joint 8. April 6,2021 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 2713985-PSLP-CHAY Truss B7 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448367 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-3YH?JvPxTqHULk3QBaU8p1Iq59cWZJPhldtkIIzUQGw Scale = 1:40.8 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 3x4 2x4 2x4 7x10 10x12 5x12 3x6 5x12 3x4 5x12 2x4 NAILED NAILED NAILED NAILED Special Special NAILED NAILED NAILED Special 7-0-0 7-0-0 9-11-2 2-11-2 15-2-0 5-2-14 17-4-13 2-2-13 19-6-6 2-1-9 22-2-0 2-7-10 -1-0-0 1-0-0 7-0-0 7-0-0 9-11-2 2-11-2 15-2-0 5-2-14 17-4-13 2-2-13 19-6-6 2-1-9 22-2-0 2-7-10 23-2-0 1-0-0 0-4-33-10-30-4-31-0-03-10-36.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge], [3:0-6-0,0-2-8], [5:0-6-0,0-2-8], [7:0-5-0,0-2-12], [8:0-8-12,0-2-1], [14:0-3-4,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.72 0.52 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.14 -0.25 0.15 0.21 (loc) 13-14 13-14 9 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-15: 2x4 SP No.3, 7-14: 2x6 SP M 26, 9-11: 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=-175(LC 6) Max Uplift 2=-1106(LC 8), 9=-1131(LC 8) Max Grav 2=1800(LC 29), 9=1787(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3233/1925, 3-4=-4359/2696, 4-5=-4449/2754, 5-6=-4397/2748, 6-7=-5479/3333, 7-8=-708/518, 8-9=-1578/979 BOT CHORD 2-16=-1546/2871, 15-16=-166/254, 4-14=-443/421, 13-14=-2313/4061, 12-13=-2937/5018, 7-12=-2923/4995, 8-11=-193/384, 9-11=-433/759 WEBS 3-16=-305/266, 14-16=-1480/2817, 3-14=-1276/2106, 5-14=-266/553, 5-13=-761/1384, 6-13=-1321/767, 6-12=-410/727 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 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 1106 lb uplift at joint 2 and 1131 lb uplift at joint 9. 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) 288 lb down and 271 lb up at 15-2-0 on top chord, and 620 lb down and 390 lb up at 7-0-0, and 528 lb down and 425 lb up at 15-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.Continued on page 2 April 6,2021 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 2713985-PSLP-CHAY Truss B7 Truss Type Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448367 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:27 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-3YH?JvPxTqHULk3QBaU8p1Iq59cWZJPhldtkIIzUQGw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-10=-54, 2-15=-20, 7-14=-20, 9-11=-20 Concentrated Loads (lb) Vert: 3=-105(B) 5=-96(B) 16=-581(B) 13=-506(B) 18=-105(B) 19=-96(B) 20=-96(B) 22=-58(B) 23=-71(B) 24=-71(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 2713985-PSLP-CHAY Truss C1 Truss Type Half Hip Qty 2 Ply 1 Job Reference (optional) T23448368 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-YkrOWFPZE8PLyueclH?NMEq2xYxeIkNr_HdHqkzUQGv Scale = 1:59.1 1 2 3 4 5 6 7 8 12 11 10 9 13 14 15 5x8 WB ST1.5x8 STP 6x8 3x6 4x6 3x4 2x4 2x4 2x4 2x4 3x6 3x4 5x8 4-8-6 4-8-6 8-10-4 4-1-14 17-1-12 8-3-8 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 10-9-11 1-11-7 11-9-8 0-11-13 17-1-12 5-4-4 18-4-0 1-2-4 19-10-2 1-6-2 0-4-310-0-79-11-56.00 12 Plate Offsets (X,Y)-- [4:0-4-0,Edge], [9:Edge,0-3-12], [10:0-4-4,0-1-8], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.72 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.60 0.02 0.32 (loc) 10-12 10-12 9 2-12 l/defl >671 >385 n/a >727 L/d 360 240 n/a 240 PLATES MT20 Weight: 145 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 9-11: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-12,6-13,7-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-9-13 oc bracing. WEBS 1 Row at midpt 6-13, 9-13 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=570(LC 12) Max Uplift 9=-405(LC 12), 2=-275(LC 12) Max Grav 9=1278(LC 18), 2=1058(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1720/329, 3-5=-1266/83, 5-6=-961/100, 6-7=-648/954, 7-8=-465/908, 8-9=-417/809 BOT CHORD 2-12=-800/1694, 10-12=-434/1121, 9-10=-430/1097 WEBS 3-12=-644/448, 5-12=-4/492, 6-13=-1917/810, 10-13=-38/1113, 7-13=-182/397, 8-13=-1503/756, 9-13=-2794/1097 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 19-8-6 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-13 6) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 405 lb uplift at joint 9 and 275 lb uplift at joint 2. 8) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C2 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448369 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:35 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-q4m1_eVybHHMIzgyfGd08idE5NKHRvFtbsp9aqzUQGo Scale = 1:57.0 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 ST1.5x8 STP 3x6 6x8 3x6 4x6 3x4 2x4 2x4 2x4 3x6 3x6 3x4 5x8 4-8-6 4-8-6 8-10-4 4-1-14 17-1-12 8-3-8 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 10-9-11 1-11-7 11-9-8 0-11-13 17-1-12 5-4-4 18-4-0 1-2-4 19-10-2 1-6-2 0-4-39-6-36.00 12 Plate Offsets (X,Y)-- [8:0-3-8,0-2-4], [10:Edge,0-4-0], [11:0-4-4,0-1-8], [14:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.72 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.62 0.02 0.33 (loc) 11-13 13 10 2-13 l/defl >662 >378 n/a >713 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-8: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 10-12: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 5-13,6-14,7-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. WEBS 1 Row at midpt 6-14, 10-14 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)10=0-3-8, 2=0-7-10 Max Horz 2=535(LC 12) Max Uplift 10=-387(LC 12), 2=-292(LC 12) Max Grav 10=1249(LC 18), 2=1063(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1716/365, 3-5=-1269/138, 5-6=-970/168, 6-7=-671/879, 7-8=-411/712, 8-9=-447/727, 9-10=-506/798 BOT CHORD 2-13=-830/1674, 11-13=-502/1113, 10-11=-497/1087 WEBS 3-13=-630/443, 5-13=-1/484, 6-14=-1845/940, 11-14=-39/1122, 7-14=-411/544, 9-14=-1240/762, 10-14=-2758/1261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-4-0, Exterior(2E) 18-4-0 to 19-8-6 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 10 and 292 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C4 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448370 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-JGJPC_WaMbPCw6F8Dz8FgwAUTneTAHU0qWZi6GzUQGn Scale = 1:55.9 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 3x6 ST1.5x8 STP 4x6 3x4 3x6 3x4 3x6 3x4 2x4 3x4 3x8 9-3-4 9-3-4 18-0-0 8-8-12 19-10-2 1-10-2 -1-0-0 1-0-0 6-4-5 6-4-5 12-2-3 5-9-13 18-0-0 5-9-13 19-10-2 1-10-2 0-4-39-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-10,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.45 0.86 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.30 0.02 0.08 (loc) 9-11 9-11 8 2-11 l/defl >999 >788 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 131 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 4-3-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-5 oc bracing. WEBS 1 Row at midpt 7-8, 5-9, 6-9 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=523(LC 12) Max Uplift 8=-451(LC 12), 2=-329(LC 12) Max Grav 8=983(LC 17), 2=996(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1412/399, 3-5=-1197/327, 7-8=-1072/602 BOT CHORD 2-11=-842/1357, 9-11=-533/787 WEBS 3-11=-375/375, 5-11=-210/725, 5-9=-858/607, 6-9=-155/276, 7-9=-609/1089 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 18-0-0, Exterior(2E) 18-0-0 to 19-8-6 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 8 and 329 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C5 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448371 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:37 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-nTtnPKWC7vX3XGqLngfVD7ib4A?1vptA2AIGejzUQGm Scale = 1:52.9 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 4x6 ST1.5x8 STP 6x8 3x4 4x6 5x6 2x4 3x4 2x4 2x4 3x6 3x4 5x8 4-8-6 4-8-6 8-10-4 4-1-14 17-1-12 8-3-8 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 10-9-11 1-11-7 11-9-8 0-11-13 17-0-0 5-2-8 17-1-12 0-1-12 19-10-2 2-8-6 0-4-38-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-3-0,0-3-0], [8:Edge,0-4-0], [9:0-4-4,0-1-8], [13:0-2-8,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.72 0.77 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.34 -0.57 0.02 0.28 (loc) 9-11 9-11 8 11 l/defl >694 >405 n/a >820 L/d 360 240 n/a 240 PLATES MT20 Weight: 142 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 8-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-11,5-13,6-9: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-3-12 oc bracing. WEBS 1 Row at midpt 5-13, 8-13 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=499(LC 12) Max Uplift 8=-371(LC 12), 2=-308(LC 12) Max Grav 8=1223(LC 18), 2=1066(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1894/446, 3-4=-1258/205, 4-5=-970/235, 5-6=-688/863, 6-7=-559/782, 7-8=-560/803 BOT CHORD 2-12=-882/1793, 11-12=-882/1794, 9-11=-521/1096, 8-9=-517/1070 WEBS 3-12=-55/265, 3-11=-797/466, 4-11=-9/473, 5-13=-1846/1035, 9-13=-36/1121, 6-13=-511/580, 7-13=-1169/836, 8-13=-2725/1313 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 17-0-0, Exterior(2E) 17-0-0 to 19-8-6 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 lb uplift at joint 8 and 308 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C6 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448372 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-FfRAdgXqtCfw9QPXKOAkmLFlsaNveLnJHq2pA9zUQGl Scale = 1:50.3 1 2 3 4 5 9 8 7 6 10 11 5x8 ST1.5x8 STP 2x4 6x8 3x6 3x6 2x4 3x4 5x8 8-3-4 8-3-4 16-0-0 7-8-12 19-10-2 3-10-2 -1-0-0 1-0-0 8-3-4 8-3-4 16-0-0 7-8-12 19-10-2 3-10-2 0-4-38-4-36.00 12 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-3-0], [4:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.78 0.67 0.35 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.22 0.03 0.13 (loc) 2-9 2-9 6 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 118 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 4-5-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-9 oc bracing. WEBS 1 Row at midpt 5-6, 3-7, 4-6 REACTIONS. (size)6=0-3-8, 2=0-7-10 Max Horz 2=470(LC 12) Max Uplift 6=-427(LC 12), 2=-352(LC 12) Max Grav 6=770(LC 17), 2=837(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1149/467, 3-4=-418/156 BOT CHORD 2-9=-827/1069, 7-9=-828/1065, 6-7=-260/321 WEBS 3-9=0/355, 3-7=-856/650, 4-7=-234/523, 4-6=-766/619 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 16-0-0, Exterior(2E) 16-0-0 to 19-8-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 427 lb uplift at joint 6 and 352 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C7 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448373 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-FfRAdgXqtCfw9QPXKOAkmLFj7aM3eFMJHq2pA9zUQGl Scale = 1:47.2 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 3x6 ST1.5x8 STP 5x8 6x8 3x4 4x6 3x4 2x4 2x4 2x4 2x4 3x6 2x4 4x10 MT20HS 3x4 8-10-4 8-10-4 15-0-0 6-1-12 17-1-12 2-1-12 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 10-2-3 1-3-15 11-9-8 1-7-5 15-0-0 3-2-8 17-1-12 2-1-12 19-10-2 2-8-6 0-4-37-10-36.00 12 Plate Offsets (X,Y)-- [7:0-5-0,0-2-0], [10:Edge,0-4-0], [11:0-4-4,0-1-8], [15:0-4-8,0-1-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.95 0.72 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.63 0.02 0.38 (loc) 11-13 13 10 2-13 l/defl >646 >367 n/a >611 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 138 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 10-12: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 6-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. WEBS 1 Row at midpt 10-15 JOINTS 1 Brace at Jt(s): 14 REACTIONS. (size)10=0-3-8, 2=0-7-10 Max Horz 2=445(LC 12) Max Uplift 10=-349(LC 12), 2=-331(LC 12) Max Grav 10=1187(LC 18), 2=1067(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1703/499, 3-5=-1273/276, 5-6=-995/332, 6-7=-669/992, 7-8=-582/945, 8-9=-610/966, 9-10=-499/799 BOT CHORD 2-13=-887/1630, 11-13=-525/1096, 10-11=-517/1062 WEBS 3-13=-601/430, 5-13=0/472, 6-14=-2035/1095, 14-15=-2037/1103, 11-15=-186/1208, 8-15=-630/579, 9-15=-1172/741, 10-15=-2754/1343 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 19-8-6 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) All plates are MT20 plates unless otherwise indicated. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 6-14, 14-15 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 11-13 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 349 lb uplift at joint 10 and 331 lb uplift at joint 2. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C8 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448374 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-jr?Yq0YSeWnnna_ju5izIYou0_jrNf6TWUnMjbzUQGk Scale = 1:42.3 1 2 3 4 5 6 7 8 12 11 10 9 14 13 15 16 17 4x6 ST1.5x8 STP 3x6 3x6 4x6 3x4 2x4 2x4 2x4 3x6 2x4 8x10 6x8 2x4 8-10-4 8-10-4 13-0-0 4-1-12 17-1-12 4-1-12 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 10-2-3 1-3-15 11-9-8 1-7-5 13-0-0 1-2-8 17-1-12 4-1-12 19-10-2 2-8-6 0-4-36-10-36.00 12 Plate Offsets (X,Y)-- [9:0-4-4,0-1-8], [10:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.94 0.68 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.52 -0.94 0.01 0.59 (loc) 12 2-12 9 2-12 l/defl >444 >247 n/a >394 L/d 360 240 n/a 240 PLATES MT20 Weight: 130 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 6-8: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-12,5-13: 2x4 SP No.2, 7-10: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 8-9 REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=392(LC 12) Max Uplift 9=-330(LC 12), 2=-350(LC 12) Max Grav 9=1155(LC 18), 2=1064(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1509/494, 3-4=-1074/238, 4-5=-927/361, 7-8=-819/376, 8-9=-1983/899 BOT CHORD 2-12=-834/1451, 10-12=-422/910 WEBS 3-12=-609/464, 4-12=-3/294, 5-14=-765/360, 13-14=-748/376, 10-13=-454/480, 7-13=-431/472, 8-10=-1037/2250 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 19-8-6 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 5-14, 13-14 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 330 lb uplift at joint 9 and 350 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C9 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448375 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-B2Zw2MZ4PqveOkZwSpDCrmK3HO0j67rcl8XwF2zUQGj Scale = 1:37.3 1 2 3 4 5 6 7 11 10 9 8 13 12 14 15 16 17 4x6 ST1.5x8 STP 3x8 3x6 4x6 3x4 2x4 3x4 3x6 2x4 8x10 6x8 2x4 8-10-4 8-10-4 11-0-0 2-1-12 17-1-12 6-1-12 19-10-2 2-8-6 -1-0-0 1-0-0 4-8-6 4-8-6 8-10-4 4-1-14 9-0-0 0-1-12 11-0-0 2-0-0 17-1-12 6-1-12 19-10-2 2-8-6 0-4-35-10-36.00 12 Plate Offsets (X,Y)-- [9:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.84 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.76 0.02 0.50 (loc) 11 2-11 8 2-11 l/defl >572 >306 n/a >462 L/d 360 240 n/a 240 PLATES MT20 Weight: 129 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 8-10: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-11,4-12: 2x4 SP No.2, 6-9: 2x4 SP No.1 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 7-8 JOINTS 1 Brace at Jt(s): 13 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=338(LC 12) Max Uplift 8=-314(LC 12), 2=-366(LC 12) Max Grav 8=1128(LC 18), 2=1055(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1593/623, 3-4=-1226/356, 4-5=-576/265, 5-6=-553/259, 6-7=-939/407, 7-8=-1904/812 BOT CHORD 2-11=-884/1494, 9-11=-454/1052 WEBS 3-11=-497/483, 4-11=0/356, 4-13=-504/197, 12-13=-499/209, 9-12=-530/504, 6-12=-485/502, 7-9=-977/2246 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 19-8-6 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) Ceiling dead load (5.0 psf) on member(s). 4-13, 12-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 9-11 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 lb uplift at joint 8 and 366 lb uplift at joint 2. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. April 6,2021 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 2713985-PSLP-CHAY Truss C10 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448376 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:28 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-YkrOWFPZE8PLyueclH?NMEq8BYyZIljr_HdHqkzUQGv Scale = 1:35.3 1 2 3 4 5 6 10 9 8 7 11 12 13 14 4x6 ST1.5x8 STP 3x6 3x6 3x6 3x8 2x4 3x4 3x4 3x4 9-0-0 9-0-0 14-5-1 5-5-1 19-10-2 5-5-1 -1-0-0 1-0-0 4-9-4 4-9-4 9-0-0 4-2-12 14-5-1 5-5-1 19-10-2 5-5-1 0-4-34-10-36.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.41 0.67 0.58 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.30 0.02 0.05 (loc) 2-10 2-10 7 2-10 l/defl >999 >773 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 108 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 5-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 7=-366(LC 12), 2=-413(LC 12) Max Grav 7=715(LC 1), 2=813(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1186/802, 3-4=-931/585, 4-5=-796/591, 5-6=-644/493, 6-7=-663/555 BOT CHORD 2-10=-952/1087, 8-10=-493/644 WEBS 3-10=-334/407, 5-8=-453/471, 6-8=-641/833 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-8-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 7 and 413 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C11 Truss Type Half Hip Girder Qty 1 Ply 1 Job Reference (optional) T23448377 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-U7y8xxRpmlf3CBo?si1rRfwN7McUmah8Rb6OudzUQGt Scale = 1:35.0 1 2 3 4 5 9 8 7 6 10 11 12 13 14 15 16 17 18 19 20 21 22 4x6 ST1.5x8 STP 4x6 3x6 3x6 5x6 3x4 5x8 5x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 7-0-0 7-0-0 13-5-1 6-5-1 19-10-2 6-5-1 -1-0-0 1-0-0 7-0-0 7-0-0 13-5-1 6-5-1 19-10-2 6-5-1 0-4-33-10-36.00 12 Plate Offsets (X,Y)-- [3:0-3-4,0-2-0], [6:Edge,0-3-8], [7:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.89 0.83 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.10 -0.21 0.05 0.13 (loc) 7-9 7-9 6 2-9 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 97 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 2-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-11-2 oc bracing. WEBS 1 Row at midpt 5-7 REACTIONS. (size)6=0-3-8, 2=0-7-10 Max Horz 2=229(LC 8) Max Uplift 6=-872(LC 8), 2=-869(LC 8) Max Grav 6=1653(LC 1), 2=1524(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2720/1423, 3-4=-2359/1346, 4-5=-2187/1179, 5-6=-1505/924 BOT CHORD 2-9=-1338/2330, 7-9=-1179/2187 WEBS 3-9=-215/720, 4-9=-192/323, 4-7=-872/814, 5-7=-1322/2445 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 872 lb uplift at joint 6 and 869 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) 620 lb down and 390 lb up at 7-0-0 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: 1-3=-54, 3-5=-54, 2-6=-20 Concentrated Loads (lb) Vert: 3=-105(F) 9=-581(F) 10=-105(F) 11=-105(F) 12=-105(F) 14=-105(F) 15=-105(F) 16=-107(F) 17=-58(F) 18=-58(F) 19=-58(F) 20=-58(F) 21=-58(F) 22=-59(F) April 6,2021 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 2713985-PSLP-CHAY Truss C12 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448378 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-U7y8xxRpmlf3CBo?si1rRfwN7Mdlmct8Rb6OudzUQGt Scale = 1:47.0 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 5x6 ST1.5x8 STP 5x8 2x4 6x8 4x6 2x4 5x12 2x4 2x4 2x4 3x4 5x12 2-7-10 2-7-10 6-9-10 4-2-0 10-11-10 4-2-0 15-0-0 4-0-6 19-10-2 4-10-2 -1-0-0 1-0-0 2-7-10 2-7-10 6-9-10 4-2-0 10-11-10 4-2-0 15-0-0 4-0-6 19-10-2 4-10-2 0-4-37-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-0-11,0-2-0], [4:0-3-0,0-3-0], [6:0-6-0,0-2-8], [11:0-4-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.89 0.75 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.56 0.32 0.46 (loc) 3-12 3-12 8 13 l/defl >734 >415 n/a >502 L/d 360 240 n/a 240 PLATES MT20 Weight: 135 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-4: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-11: 2x4 SP M 31, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-0 oc bracing. WEBS 1 Row at midpt 7-8, 6-8 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=443(LC 12) Max Uplift 8=-416(LC 12), 2=-359(LC 12) Max Grav 8=926(LC 17), 2=1004(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-473/0, 3-4=-2046/970, 4-5=-1138/556, 5-6=-1148/710 BOT CHORD 3-12=-1285/1959, 11-12=-1280/1944, 5-11=-209/313, 8-9=-317/475 WEBS 4-12=-134/465, 4-11=-1080/670, 9-11=-268/405, 6-11=-747/1054, 6-8=-888/592 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 15-0-0, Exterior(2E) 15-0-0 to 19-8-6 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 8 and 359 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C13 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448379 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:31 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-yJWW9HSRX3nwpLNBQQY4zsSZBm_AV1gHgFrxR3zUQGs Scale = 1:42.6 1 2 3 4 5 6 13 12 11 10 9 8 7 14 15 16 17 4x6 ST1.5x8 STP 6x8 4x6 2x4 6x8 2x4 2x4 3x4 2x4 2x4 6x12 MT20HS 3x6 2-7-10 2-7-10 6-9-10 4-2-0 10-11-10 4-2-0 13-0-0 2-0-6 19-10-2 6-10-2 -1-0-0 1-0-0 2-7-10 2-7-10 6-9-10 4-2-0 10-11-10 4-2-0 13-0-0 2-0-6 19-10-2 6-10-2 0-4-36-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-9,0-2-8], [10:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.67 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.50 0.29 0.44 (loc) 13 3-12 7 13 l/defl >885 >461 n/a >523 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 123 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-10: 2x4 SP M 31, 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-8 oc bracing. REACTIONS. (size)7=0-3-8, 2=0-7-10 Max Horz 2=389(LC 12) Max Uplift 7=-397(LC 12), 2=-378(LC 12) Max Grav 7=722(LC 17), 2=843(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/0, 3-4=-1712/1101, 4-5=-744/461, 5-6=-624/506, 6-7=-649/618 BOT CHORD 3-12=-1356/1639, 11-12=-1356/1639, 10-11=-1252/1566 WEBS 4-12=-120/351, 4-10=-1090/912, 8-10=0/272, 6-10=-640/792 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 13-0-0, Exterior(2E) 13-0-0 to 19-8-6 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) All plates are MT20 plates unless otherwise indicated. 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 397 lb uplift at joint 7 and 378 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C14 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448380 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-QV4uMdT3IMvnRVxN_73JW4?jvAKFEYpRvvbVzVzUQGr Scale = 1:38.0 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 16 1718 4x6 ST1.5x8 STP 2x4 6x8 4x6 2x4 6x8 2x4 3x4 2x4 3x4 5x12 3x8 2-7-10 2-7-10 6-9-10 4-2-0 10-11-10 4-2-0 15-3-5 4-3-11 19-10-2 4-6-13 -1-0-0 1-0-0 2-7-10 2-7-10 6-9-10 4-2-0 11-0-0 4-2-6 15-3-5 4-3-5 19-10-2 4-6-13 0-4-35-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-2-8], [12:0-6-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.68 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.50 0.29 0.43 (loc) 14 14 8 14 l/defl >882 >462 n/a >535 L/d 360 240 n/a 240 PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-14 oc bracing. Except: 10-0-0 oc bracing: 10-12 REACTIONS. (size)8=0-3-8, 2=0-7-10 Max Horz 2=336(LC 12) Max Uplift 8=-379(LC 12), 2=-394(LC 12) Max Grav 8=718(LC 1), 2=836(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-427/0, 3-4=-1673/1123, 4-5=-913/639, 5-6=-781/621 BOT CHORD 3-13=-1299/1580, 12-13=-1299/1580, 5-12=-109/253, 8-9=-371/467 WEBS 4-13=-141/352, 4-12=-925/781, 9-12=-327/413, 6-12=-372/473, 6-8=-739/588 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 11-0-0, Exterior(2E) 11-0-0 to 19-8-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 8 and 394 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C15 Truss Type Half Hip Qty 1 Ply 1 Job Reference (optional) T23448381 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-uieHazTh3g1e3fWaYrbY3HYuhZgnz3Fa7ZK2VyzUQGq Scale = 1:35.6 1 2 3 4 5 6 7 8 14 13 12 11 10 9 15 16 17 18 5x6 ST1.5x8 STP 3x6 4x6 2x4 6x8 5x12 2x4 2x4 2x4 3x4 3x4 3x8 3x4 2-7-10 2-7-10 5-9-13 3-2-3 10-11-10 5-1-13 15-4-14 4-5-4 19-10-2 4-5-4 -1-0-0 1-0-0 2-7-10 2-7-10 5-9-13 3-2-3 9-0-0 3-2-3 10-11-10 1-11-10 15-4-14 4-5-4 19-10-2 4-5-4 0-4-34-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-1-13,0-2-8], [5:0-3-0,0-2-0], [12:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.66 0.43 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.45 0.26 0.38 (loc) 14 14 9 14 l/defl >983 >518 n/a >617 L/d 360 240 n/a 240 PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 5-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-14: 2x6 SP No.2, 3-12: 2x4 SP M 31, 6-11: 2x4 SP No.3 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 5-10-4 oc bracing. REACTIONS. (size)9=0-3-8, 2=0-7-10 Max Horz 2=282(LC 12) Max Uplift 9=-366(LC 12), 2=-409(LC 12) Max Grav 9=716(LC 1), 2=822(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-426/44, 3-4=-1805/1242, 4-5=-1944/1485, 5-6=-970/735, 6-7=-965/736, 7-8=-553/413, 8-9=-677/548 BOT CHORD 3-13=-1358/1699, 12-13=-771/977 WEBS 4-13=-480/518, 5-13=-879/1082, 10-12=-373/511, 7-12=-420/550, 7-10=-602/575, 8-10=-595/794 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 19-8-6 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 366 lb uplift at joint 9 and 409 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss C16 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448382 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-MuCfnIUKq_9Vgp5m5Y6nbV40qz_liW0jMC4b1OzUQGp Scale = 1:37.3 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 18 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 3x6 4x6 2x4 6x8 2x4 2x4 2x4 5x12 3x4 5x8 3x6 Special NAILED NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED NAILED NAILED NAILED 2-7-10 2-7-10 7-0-0 4-4-6 10-11-10 3-11-10 15-7-5 4-7-11 20-3-0 4-7-11 -1-0-0 1-0-0 2-7-10 2-7-10 7-0-0 4-4-6 10-11-10 3-11-10 15-7-5 4-7-11 20-3-0 4-7-11 0-4-33-10-31-0-06.00 12 Plate Offsets (X,Y)-- [3:0-2-1,0-2-8], [4:0-6-0,0-2-8], [11:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.97 0.81 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.30 -0.55 0.31 0.48 (loc) 3-12 3-12 8 3-12 l/defl >780 >431 n/a >490 L/d 360 240 n/a 240 PLATES MT20 Weight: 229 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-7: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-13: 2x6 SP No.2, 3-11: 2x4 SP M 31, 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 2-13. REACTIONS. (size)8=0-7-10, 2=0-7-10 Max Horz 2=229(LC 8) Max Uplift 8=-902(LC 8), 2=-929(LC 8) Max Grav 8=1624(LC 1), 2=1525(LC 25) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-865/378, 3-4=-3641/2240, 4-5=-3227/1946, 5-6=-3198/1933, 6-7=-1666/943, 7-8=-1520/935 BOT CHORD 3-13=-143/282, 3-12=-2117/3325, 11-12=-2154/3389, 5-11=-394/399 WEBS 4-12=-641/1119, 4-11=-351/244, 9-11=-835/1452, 6-11=-1139/1762, 6-9=-1396/1045, 7-9=-1182/2085 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: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 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) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 902 lb uplift at joint 8 and 929 lb uplift at joint 2. 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) 288 lb down and 271 lb up at 7-0-0 on top chord, and 528 lb down and 425 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 Continued on page 2 April 6,2021 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 2713985-PSLP-CHAY Truss C16 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23448382 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:34 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-MuCfnIUKq_9Vgp5m5Y6nbV40qz_liW0jMC4b1OzUQGp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-7=-54, 2-13=-20, 3-11=-20, 8-10=-20 Concentrated Loads (lb) Vert: 4=-96(B) 5=-105(B) 12=-506(B) 11=-58(B) 14=-96(B) 15=-105(B) 17=-105(B) 18=-105(B) 19=-107(B) 20=-71(B) 21=-58(B) 22=-58(B) 23=-58(B) 24=-59(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 2713985-PSLP-CHAY Truss CJ1 Truss Type Corner Jack Qty 12 Ply 1 Job Reference (optional) T23448383 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-B2Zw2MZ4PqveOkZwSpDCrmKFNODe6Kicl8XwF2zUQGj Scale = 1:7.0 1 2 3 4 2x4 ST1.5x8 STP 1-0-0 1-0-0 -1-0-0 1-0-0 1-0-0 1-0-0 0-4-30-10-30-5-80-10-36.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.01 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: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=66(LC 12) Max Uplift 3=-8(LC 1), 2=-141(LC 12) Max Grav 3=25(LC 12), 2=128(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 8 lb uplift at joint 3 and 141 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss CJ3 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T23448384 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-fE7IFiajA71V0u860WkRNztPAoXprnylzoGTnUzUQGi Scale: 1"=1' 1 2 3 4 3x4 ST1.5x8 STP 3-0-0 3-0-0 -1-0-0 1-0-0 3-0-0 3-0-0 0-4-31-10-31-5-81-10-36.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.20 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -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: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=119(LC 12) Max Uplift 3=-55(LC 12), 2=-148(LC 12) Max Grav 3=71(LC 17), 2=191(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 55 lb uplift at joint 3 and 148 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss CJ5 Truss Type Corner Jack Qty 6 Ply 1 Job Reference (optional) T23448385 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-7QhgT1aLxR9Me1iIZEFgwBQTOBq8aDCvCS01JwzUQGh Scale = 1:19.2 1 2 3 4 3x4 ST1.5x8 STP 5-0-0 5-0-0 -1-0-0 1-0-0 5-0-0 5-0-0 0-4-32-10-36.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.68 0.26 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.05 -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: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 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=172(LC 12) Max Uplift 3=-125(LC 12), 2=-158(LC 12) Max Grav 3=146(LC 17), 2=261(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=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 125 lb uplift at joint 3 and 158 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss CJ31 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T23448386 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-7QhgT1aLxR9Me1iIZEFgwBQawBtpaDCvCS01JwzUQGh Scale: 1"=1' 1 2 3 6 4 5 2x4 ST1.5x8 STP 2x4 4x6 2-7-10 2-7-10 3-0-0 0-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 3-0-0 0-4-6 0-4-31-10-30-10-31-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-1-4,Edge], [3:0-3-0,0-0-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.20 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 0.01 0.01 (loc) 6 6 5 6 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=119(LC 12) Max Uplift 4=-31(LC 12), 2=-146(LC 12), 5=-7(LC 9) Max Grav 4=60(LC 17), 2=194(LC 17), 5=48(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 31 lb uplift at joint 4, 146 lb uplift at joint 2 and 7 lb uplift at joint 5. April 6,2021 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 2713985-PSLP-CHAY Truss CJ51 Truss Type Corner Jack Qty 4 Ply 1 Job Reference (optional) T23448387 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-bdF3gNbzilIDFBHV7xmvTOyhVb8YJgS2R6lasMzUQGg Scale = 1:19.2 1 2 3 6 4 5 3x4 ST1.5x8 STP 2x4 5x8 2-7-10 2-7-10 5-0-0 2-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 5-0-0 2-4-6 0-4-32-10-31-10-32-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-0-4], [3:0-4-0,0-1-7] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.46 0.44 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.05 0.11 (loc) 6 6 5 6 l/defl >999 >762 n/a >516 L/d 360 240 n/a 240 PLATES MT20 Weight: 20 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 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 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=172(LC 12) Max Uplift 4=-87(LC 12), 2=-154(LC 12), 5=-12(LC 12) Max Grav 4=123(LC 17), 2=268(LC 17), 5=82(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 87 lb uplift at joint 4, 154 lb uplift at joint 2 and 12 lb uplift at joint 5. April 6,2021 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 2713985-PSLP-CHAY Truss EJ1 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T23448388 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-bdF3gNbzilIDFBHV7xmvTOyoQbENJgS2R6lasMzUQGg Scale = 1:9.7 1 2 3 3x4 ST1.5x8 STP 1-3-2 1-3-2 1-3-2 1-3-2 0-8-141-4-70-9-81-4-76.00 12 Plate Offsets (X,Y)-- [1:0-0-13,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.02 0.01 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: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-3-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=0-7-10, 2=Mechanical, 3=Mechanical Max Horz 1=47(LC 12) Max Uplift 1=-3(LC 12), 2=-44(LC 12) Max Grav 1=44(LC 1), 2=43(LC 17), 3=24(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 3 lb uplift at joint 1 and 44 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss EJ7 Truss Type Jack-Open Qty 29 Ply 1 Job Reference (optional) T23448389 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:ibVR7W6bGVcNjKrW3JK6Wgz8k98-4poRtjcbT2Q4tLshhfH8?cVlV?Q527iCfmV7OpzUQGf Scale = 1:24.8 1 2 5 3 43x8 ST1.5x8 STP 7-0-0 7-0-0 -1-0-0 1-0-0 7-0-0 7-0-0 0-4-33-10-33-5-83-10-36.00 12 Plate Offsets (X,Y)-- [2:0-8-0,0-0-10] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.68 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.19 -0.00 0.15 (loc) 2-4 2-4 3 2-4 l/defl >957 >424 n/a >534 L/d 360 240 n/a 240 PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=191(LC 12) Max Uplift 3=-151(LC 12), 2=-102(LC 12) Max Grav 3=159(LC 1), 2=323(LC 1), 4=122(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 5-0-0, Interior(1) 5-0-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * 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. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 lb uplift at joint 3 and 102 lb uplift at joint 2. April 6,2021 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 2713985-PSLP-CHAY Truss EJ71 Truss Type Jack-Open Qty 5 Ply 1 Job Reference (optional) T23448390 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-Y?Mp53dDEMYxVVRtFMoNYp2xcPi_nayLuQEhwFzUQGe Scale = 1:24.8 1 2 3 6 7 4 5 3x6 ST1.5x8 STP 2x4 5x8 2-7-10 2-7-10 7-0-0 4-4-6 -1-0-0 1-0-0 2-7-10 2-7-10 7-0-0 4-4-6 0-4-33-10-32-10-33-5-81-0-06.00 12 Plate Offsets (X,Y)-- [2:0-6-4,0-0-10], [3:0-7-4,0-3-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.87 0.96 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.23 -0.15 0.32 (loc) 6 6 5 6 l/defl >688 >345 n/a >249 L/d 360 240 n/a 240 PLATES MT20 Weight: 26 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=0-7-10, 5=Mechanical Max Horz 2=226(LC 12) Max Uplift 4=-140(LC 12), 2=-171(LC 12), 5=-14(LC 12) Max Grav 4=184(LC 17), 2=344(LC 17), 5=118(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) -1-0-0 to 5-0-0, Interior(1) 5-0-0 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 140 lb uplift at joint 4, 171 lb uplift at joint 2 and 14 lb uplift at joint 5. April 6,2021 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 2713985-PSLP-CHAY Truss HJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23448391 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-Y?Mp53dDEMYxVVRtFMoNYp26_PvenayLuQEhwFzUQGe Scale = 1:9.5 1 2 3 5 4 2x4 NAILED NAILED 2-9-14 2-9-14 -1-4-15 1-4-15 2-9-14 2-9-14 0-4-31-4-20-11-141-4-24.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.14 0.08 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 0.00 -0.00 (loc) 2-4 2-4 3 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=2-0-1, 4=Mechanical Max Horz 2=92(LC 8) Max Uplift 3=-43(LC 8), 2=-195(LC 8), 4=-12(LC 13) Max Grav 3=64(LC 13), 2=192(LC 28), 4=39(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 43 lb uplift at joint 3, 195 lb uplift at joint 2 and 12 lb uplift at joint 4. 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=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=59(F=30, B=30) April 6,2021 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 2713985-PSLP-CHAY Truss HJ7 Truss Type Diagonal Hip Girder Qty 3 Ply 1 Job Reference (optional) T23448392 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-0CwBIPdr?ggo6f03o3Kc41aBMpBDVx8U74_EThzUQGd Scale = 1:23.0 1 2 3 7 6 5 8 4 2x4 3x4 2x4 3x4 5-1-9 5-1-9 9-10-1 4-8-7 -1-5-0 1-5-0 5-1-9 5-1-9 9-10-1 4-8-7 0-4-33-9-140-4-43-5-103-9-144.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.38 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.02 -0.05 0.01 0.02 (loc) 7 6-7 6 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 42 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 9-5-1 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=272(LC 8) Max Uplift 4=-232(LC 8), 2=-206(LC 8), 6=-113(LC 8) Max Grav 4=284(LC 13), 2=389(LC 1), 6=392(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-719/161 BOT CHORD 2-7=-371/739, 6-7=-371/739 WEBS 3-7=0/250, 3-6=-798/400 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 232 lb uplift at joint 4, 206 lb uplift at joint 2 and 113 lb uplift at joint 6. 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: 1-8=-54 Trapezoidal Loads (plf) Vert: 8=0(F=27, B=27)-to-4=-133(F=-39, B=-39), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) April 6,2021 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 2713985-PSLP-CHAY Truss HJ71 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T23448393 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-UOUZWleTmzofkpbGMnrrdE7J6COKENteMkjn?8zUQGc Scale = 1:24.3 1 2 3 4 5 10 9 8 7 6 11 12 13 6x8 3x4 2x4 2x4 6x8 2x4 3x4 3x6 NAILED NAILED NAILED NAILED NAILED NAILED 3-8-0 3-8-0 6-0-3 2-4-4 9-10-1 3-9-13 -1-5-0 1-5-0 3-8-0 3-8-0 6-0-3 2-4-4 9-10-1 3-9-13 0-4-33-9-142-9-141-0-04.24 12 Plate Offsets (X,Y)-- [2:0-1-4,0-3-0], [4:0-4-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.74 0.90 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.40 -0.15 0.41 (loc) 10 10 8 10 l/defl >433 >281 n/a >275 L/d 360 240 n/a 240 PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except* 4-10: 2x6 SP No.2, 4-7: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 - 1-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-15 oc bracing. REACTIONS. (size)6=Mechanical, 2=0-10-7, 8=Mechanical Max Horz 2=225(LC 8) Max Uplift 6=-78(LC 24), 2=-455(LC 8), 8=-362(LC 8) Max Grav 6=82(LC 13), 2=587(LC 28), 8=525(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1487/1007 BOT CHORD 4-9=-1091/1467, 8-9=-1091/1467 WEBS 5-9=-381/539, 5-8=-1539/1145 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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 78 lb uplift at joint 6, 455 lb uplift at joint 2 and 362 lb uplift at joint 8. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe-nails per NDS guidlines. 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=-54, 4-6=-54, 2-10=-20, 4-7=-20 Concentrated Loads (lb) Vert: 11=61(F=30, B=30) 12=-78(F=-39, B=-39) 13=-218(F=-109, B=-109) April 6,2021 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 2713985-PSLP-CHAY Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23448394 8.430 s Mar 22 2021 MiTek Industries, Inc. Sat Apr 3 12:58:47 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:bIG?X6wraf9UFsYNaAbIxJzURob-UOUZWleTmzofkpbGMnrrdE7UwCcwEUReMkjn?8zUQGc Scale = 1:7.8 1 2 3 2x4 2-0-0 2-0-0 0-0-41-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 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 0.05 0.03 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 2 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 5 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 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)1=1-11-8, 2=1-11-8, 3=1-11-8 Max Horz 1=37(LC 12) Max Uplift 1=-15(LC 12), 2=-40(LC 12) Max Grav 1=53(LC 17), 2=46(LC 17), 3=27(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; 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) Bearing at joint(s) 2 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 15 lb uplift at joint 1 and 40 lb uplift at joint 2. VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. April 6,2021 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