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Home My WebLink AboutAPPROVED T23804385.2733885-PACE6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2733885-PACE - Design Code: FBC2020/TPI2014 Wind Code: ASCE 7-16 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.4 1 of 2 This package includes 55 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Floor Load: N/A psf Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: WYZSKOWSKI Model: . Subdivision: . Address: 8004 HAMILTON AVE, . 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: May 3,2021 Magid, Michael 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: Magid, Michael 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 T23804385 A1 Date 5/3/212T23804386A25/3/213T23804387A35/3/214T23804388B15/3/215T23804389B25/3/216T23804390B35/3/217T23804391B45/3/218T23804392B55/3/219T23804393B65/3/2110T23804394B75/3/2111T23804395B85/3/2112T23804396B95/3/2113T23804397B105/3/2114T23804398C15/3/21 No.Seal#Truss Name 15 T23804399 C2 Date 5/3/2116T23804400C35/3/2117T23804401C45/3/2118T23804402C55/3/2119T23804403C65/3/2120T23804404C75/3/2121T23804405CJ15/3/2122T23804406CJ35/3/2123T23804407CJ45/3/2124T23804408CJ55/3/2125T23804409CJ125/3/2126T23804410CJ315/3/2127T23804411CJ325/3/2128T23804412D35/3/21 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2733885-PACE - 2 of 2 Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: WYZSKOWSKI Model: . Subdivision: . Address: 8004 HAMILTON AVE, . State: FLCity: FORT PIERCE No.Seal#Truss Name 29 T23804413 D4 Date 5/3/2130T23804414D55/3/2131T23804415D65/3/2132T23804416EJ25/3/2133T23804417EJ55/3/2134T23804418EJ65/3/2135T23804419EJ75/3/2136T23804420EJ215/3/2137T23804421G15/3/2138T23804422G25/3/2139T23804423HJ25/3/2140T23804424HJ55/3/2141T23804425HJ75/3/2142T23804426HJ515/3/2143T23804427HJ715/3/2144T23804428K15/3/2145T23804429K25/3/2146T23804430K35/3/2147T23804431V15/3/2148T23804432V25/3/2149T23804433V35/3/2150T23804434V45/3/2151T23804435V55/3/2152T23804436V65/3/2153T23804437V75/3/2154T23804438V85/3/2155T23804439V95/3/21 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 2733885-PACE Truss A1 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804385 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZIP63GGlfftJGQ5N7YamdeqVF9n71mG6nM2fCgzKFJd Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 19 20 21 22 23 24 25 26 2x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 2x4 6x8 4x6 4x6 5x6 3x4 2x4 3x8 2x4 5x6 3x4 2x4 6x8 4x6 4x6 5-7-12 5-7-12 11-0-0 5-4-4 17-9-0 6-9-0 24-6-0 6-9-0 29-10-4 5-4-4 35-6-0 5-7-12 -1-6-0 1-6-0 5-7-12 5-7-12 11-0-0 5-4-4 17-9-0 6-9-0 24-6-0 6-9-0 29-10-4 5-4-4 35-6-0 5-7-12 37-0-0 1-6-0 0-8-86-2-80-8-86-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-6-0,0-2-8], [7:0-6-0,0-2-8], [10:0-4-9,Edge], [13:0-3-0,0-3-0], [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.89 0.46 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.38 0.14 0.20 (loc) 13-14 13-14 10 14 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 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-1-6, Right 2x6 SP No.2 -t 3-1-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-4-2 oc bracing. REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=310(LC 11) Max Uplift 2=-853(LC 12), 10=-853(LC 12) Max Grav 2=1998(LC 17), 10=1998(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-3208/1559, 4-5=-2716/1425, 5-6=-2713/1574, 6-7=-2713/1574, 7-8=-2716/1425, 8-10=-3209/1559 BOT CHORD 2-16=-1204/2917, 15-16=-1204/2917, 14-15=-907/2511, 13-14=-919/2326, 12-13=-1215/2685, 10-12=-1215/2685 WEBS 4-15=-484/347, 5-15=-122/504, 5-14=-313/652, 6-14=-529/462, 7-14=-313/652, 7-13=-122/504, 8-13=-485/347 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 11-0-0, Exterior(2R) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 24-6-0, Exterior(2R) 24-6-0 to 32-11-13, Interior(1) 32-11-13 to 37-1-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=853, 10=853. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss A2 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804386 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1UzUGbHNQz?AuagZhG5?9sMiTY6Nm6BG00nCl6zKFJc Scale = 1:69.5 1 2 3 4 5 6 7 8 9 10 11 12 13 18 17 16 15 14 21 22 23 24 25 262x4 ST1.5x8 STP ST1.5x8 STP 5x6 3x6 5x6 2x4 5x6 4x6 4x6 3x8 2x4 3x4 3x4 3x4 3x8 2x4 5x6 4x6 4x6 9-0-0 9-0-0 17-9-0 8-9-0 26-6-0 8-9-0 35-6-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 14-10-0 5-10-0 20-8-0 5-10-0 26-6-0 5-10-0 30-10-4 4-4-4 35-6-0 4-7-12 37-0-0 1-6-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [5:0-3-0,0-2-0], [9:0-3-0,0-2-0], [12:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.96 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.42 0.15 0.25 (loc) 16 14-16 12 16 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 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-3-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (size)2=0-7-10, 12=0-7-10 Max Horz 2=261(LC 11) Max Uplift 2=-853(LC 12), 12=-853(LC 12) Max Grav 2=1711(LC 1), 12=1711(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2746/1567, 4-5=-2515/1438, 5-6=-2230/1372, 6-8=-2869/1707, 8-9=-2230/1372, 9-10=-2515/1438, 10-12=-2746/1567 BOT CHORD 2-18=-1205/2383, 16-18=-1357/2818, 14-16=-1349/2818, 12-14=-1212/2301 WEBS 4-18=-212/274, 5-18=-341/731, 6-18=-851/504, 8-14=-851/504, 9-14=-341/731, 10-14=-213/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2R) 9-0-0 to 17-5-13, Interior(1) 17-5-13 to 26-6-0, Exterior(2R) 26-6-0 to 34-11-13, Interior(1) 34-11-13 to 37-1-7 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 100 lb uplift at joint(s) except (jt=lb) 2=853, 12=853. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss A3 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23804387 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:14 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-R3ecudJFjuNll2P8MOfinU_BPmFOzVrii_0sLRzKFJZ Scale = 1:68.6 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 5x6 2x4 8x12 6x8 6x8 3x4 5x8 7x14 MT20HS 5x8 7x10 7x14 MT20HS 5x8 6x8 6x8 3x4 8x12 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special THJA26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED THJA26 7-0-0 7-0-0 12-3-10 5-3-10 17-9-0 5-5-6 23-2-6 5-5-6 28-6-0 5-3-10 35-6-0 7-0-0 -1-6-0 1-6-0 3-6-15 3-6-15 7-0-0 3-5-1 12-3-10 5-3-10 17-9-0 5-5-6 23-2-6 5-5-6 28-6-0 5-3-10 31-11-1 3-5-1 35-6-0 3-6-15 37-0-0 1-6-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-5-0], [4:0-3-12,0-3-4], [6:0-5-0,0-4-8], [8:0-3-12,0-3-4], [10:Edge,0-5-0], [12:0-4-0,0-3-12], [13:0-7-0,0-4-8], [15:0-7-0,0-4-8], [16:0-4-0,0-3-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.49 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.50 -0.68 0.16 (loc) 14 14 10 l/defl >838 >617 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 257 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-10, Right 2x6 SP No.2 -t 3-11-10 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-2-4 oc bracing. WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (size)2=0-7-10, 10=0-7-10 Max Horz 2=210(LC 24) Max Uplift 2=-1887(LC 8), 10=-1832(LC 8) Max Grav 2=3737(LC 29), 10=3685(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6230/2995, 3-4=-6442/3136, 4-5=-5692/2829, 5-6=-8864/4323, 6-7=-8864/4323, 7-8=-5612/2743, 8-9=-6341/3029, 9-10=-6138/2896 BOT CHORD 2-16=-2371/5288, 15-16=-3718/8193, 14-15=-3718/8193, 13-14=-3674/8098, 12-13=-3674/8098, 10-12=-2289/5055 WEBS 3-16=-483/795, 4-16=-965/2297, 5-16=-3038/1413, 5-15=0/494, 5-14=-403/981, 6-14=-760/638, 7-14=-456/1018, 7-13=0/494, 7-12=-3071/1465, 8-12=-721/2009, 9-12=-490/797 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1887, 10=1832. 9) Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Right Hand Hip) or equivalent at 7-0-6 from the left end to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie THJA26 (THJA26 on 1 ply, Left Hand Hip) or equivalent at 28-5-10 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 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. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss A3 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23804387 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:14 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-R3ecudJFjuNll2P8MOfinU_BPmFOzVrii_0sLRzKFJZ NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 579 lb down and 554 lb up at 28-6-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-8=-70, 8-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 4=-115(B) 8=-317(B) 16=-704(B) 12=-431(B) 19=-115(B) 20=-115(B) 21=-115(B) 23=-115(B) 24=-115(B) 25=-115(B) 26=-115(B) 28=-115(B) 29=-115(B) 30=-115(B) 31=-73(B) 32=-73(B) 33=-73(B) 34=-73(B) 35=-73(B) 36=-73(B) 37=-73(B) 38=-73(B) 39=-73(B) 40=-73(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 2733885-PACE Truss B1 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804388 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:16 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NSmNJJLWFVdT?LZWUphAsv4WpZrGROU?AIVzQJzKFJX Scale = 1:64.7 1 2 3 4 5 6 7 15 14 13 12 11 10 9 8 16 17 18 19 20 5x8 ST1.5x8 STP 6x8 6x8 5x12 5x8 3x6 3x6 2x4 3x4 7x10 3x4 3x6 5x8 5x8 3x6 6x8 3-8-0 3-8-0 9-6-0 5-10-0 17-9-0 8-3-0 21-7-15 3-10-15 29-8-0 8-0-1 31-4-0 1-8-0 3-8-0 3-8-0 9-6-0 5-10-0 17-9-0 8-3-0 21-7-15 3-10-15 29-8-0 8-0-1 31-4-0 1-8-0 3-7-85-5-89-7-02-11-82-8-00-8-05-5-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [7:0-5-4,0-3-0], [9:0-4-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.78 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.47 0.06 0.11 (loc) 8-9 8-9 17 11-13 l/defl >999 >791 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 212 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-4: 2x4 SP M 31, 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.1 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-7 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size)15=Mechanical, 17=0-5-10 Max Horz 15=290(LC 11) Max Uplift 15=-628(LC 12), 17=-606(LC 12) Max Grav 15=1393(LC 1), 17=1347(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1040/641, 2-3=-1798/1161, 3-4=-1438/964, 4-5=-1641/1263, 5-6=-1719/1005, 8-16=-1090/1733, 7-16=-1090/1733, 1-15=-1359/845 BOT CHORD 14-15=-287/302, 13-14=-567/1012, 11-13=-1090/1876, 5-9=-596/581, 8-9=-473/794 WEBS 2-14=-723/501, 2-13=-723/1258, 3-13=-697/566, 3-11=-829/586, 4-11=-161/422, 9-11=-427/1186, 4-9=-542/757, 6-9=-306/686, 1-14=-674/1190, 6-8=-1732/1197, 7-17=-1534/827 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-1-12 to 9-6-0, Interior(1) 9-6-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=628, 17=606. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804389 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:18 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Kru7k?Mmm7uBEfivbEjexK9sGNXlvI1Hdc_4UCzKFJV Scale: 3/16"=1' 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 17 18 19 20 2116 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 4x6 4x4 8x12 3x4 3x6 4x6 3x6 3x4 3x8 3x4 5x8 6x8 5-8-0 5-8-0 11-6-0 5-10-0 17-9-0 6-3-0 27-8-0 9-11-0 31-4-0 3-8-0 5-8-0 5-8-0 11-6-0 5-10-0 17-9-0 6-3-0 22-8-8 4-11-8 27-8-0 4-11-8 31-4-0 3-8-0 3-7-82-11-86-5-84-7-88-11-00-8-03-11-82-0-05-9-86.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [7:0-1-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.78 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.32 -0.57 -0.10 0.11 (loc) 9-10 9-10 16 10-12 l/defl >999 >650 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 208 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-8: 2x4 SP No.2, 1-16: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-7 oc bracing. WEBS 1 Row at midpt 3-10 REACTIONS. (size)16=0-5-8, 17=0-5-10 Max Horz 17=-267(LC 10) Max Uplift 16=-623(LC 12), 17=-607(LC 12) Max Grav 16=1591(LC 17), 17=1533(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1565/861, 2-3=-2047/1239, 3-4=-1665/1033, 4-5=-1674/1069, 5-6=-1626/917, 6-7=-1383/718, 14-16=-1591/852, 1-14=-1501/874 BOT CHORD 12-13=-646/1293, 10-12=-1045/2013, 9-10=-821/1687, 8-9=-112/319 WEBS 2-13=-437/364, 2-12=-539/1027, 3-12=-557/427, 3-10=-935/656, 4-10=-560/1075, 5-10=-325/338, 5-9=-312/288, 6-9=-988/608, 7-9=-833/1897, 1-13=-680/1375, 7-17=-1597/792 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 11-6-0, Interior(1) 11-6-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=623, 17=607. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B3 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804390 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:19 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-o1SVyKNOXQ02spH59xFtUYi15ntkejbRsGjd1ezKFJU Scale: 3/16"=1' 1 2 3 4 5 6 12 11 10 9 8 7 13 15 16 17 18 19 20 2114 4x6 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x6 6x8 8x12 3x4 3x6 3x6 5x8 3x8 4x6 6x8 7-8-0 7-8-0 17-9-0 10-1-0 25-8-0 7-11-0 31-4-0 5-8-0 7-8-0 7-8-0 13-6-0 5-10-0 17-9-0 4-3-0 25-8-0 7-11-0 31-4-0 5-8-0 3-7-82-11-87-5-85-7-88-11-00-8-04-11-82-0-06-9-86.00 12 Plate Offsets (X,Y)-- [1:0-1-8,0-2-0], [2:0-3-8,0-2-4], [6:0-1-12,Edge], [7:Edge,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.84 0.80 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.31 -0.52 -0.13 0.09 (loc) 9-11 9-11 14 9 l/defl >999 >715 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 204 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 1-2: 2x4 SP No.1, 4-5: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2, 1-14: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 1 Row at midpt 3-11, 5-9 REACTIONS. (size)14=0-5-8, 15=0-5-10 Max Horz 15=-246(LC 10) Max Uplift 14=-619(LC 12), 15=-612(LC 12) Max Grav 14=1623(LC 17), 15=1493(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1744/919, 2-3=-1510/938, 3-4=-1634/1059, 4-5=-1742/992, 5-6=-1523/857, 12-14=-1623/834, 1-12=-1520/861 BOT CHORD 9-11=-904/1813, 8-9=-779/1657, 7-8=-64/299 WEBS 2-11=0/332, 3-11=-609/365, 3-9=-792/588, 4-9=-475/1072, 5-8=-1118/771, 6-8=-992/1850, 1-11=-613/1423, 6-15=-1523/785 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 7-8-0, Exterior(2E) 7-8-0 to 13-6-0, Interior(1) 13-6-0 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 30-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 14, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=619, 15=612. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804391 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:00:28 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jPpilP0XZkBwO8D6blT8AiKhKn2jVzYDAP1cPgzK9iH Scale: 3/16"=1' 1 2 3 4 5 6 13 12 11 10 9 8 7 14 16 17 18 19 2015 5x8 ST1.5x8 STP ST1.5x8 STP 5x8 4x6 4x6 5x6 8x12 3x4 3x6 3x6 3x6 3x4 3x8 3x8 6x8 6-6-8 6-6-8 12-4-8 5-10-0 17-9-0 5-4-8 23-8-0 5-11-0 31-4-0 7-8-0 6-6-8 6-6-8 12-4-8 5-10-0 17-9-0 5-4-8 23-8-0 5-11-0 31-4-0 7-8-0 3-7-82-11-86-10-126-7-88-11-00-8-05-11-82-0-06-2-126.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8], [6:0-1-12,Edge], [7:Edge,0-1-8], [8:0-3-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.57 0.72 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.09 -0.19 -0.17 0.11 (loc) 9-11 9-11 15 9-11 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x4 SP No.2, 1-15: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-3-4 oc bracing. WEBS 1 Row at midpt 3-9, 5-9, 6-8 REACTIONS.(lb/size)15=1389/0-5-8, 16=1343/0-5-10 Max Horz 16=-225(LC 10) Max Uplift 15=-612(LC 12), 16=-618(LC 12) Max Grav 15=1596(LC 17), 16=1487(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-17=-1633/840, 17-18=-1624/867, 2-18=-1463/868, 2-3=-1952/1163, 3-4=-1601/991, 4-5=-1665/1022, 5-19=-1585/916, 6-19=-1585/916, 13-15=-1596/836, 1-13=-1489/864 BOT CHORD 11-12=-618/1341, 10-11=-895/1895, 9-10=-895/1895, 8-9=-673/1637, 8-20=-58/289, 7-20=-58/289 WEBS 2-12=-364/308, 2-11=-390/843, 3-11=-445/335, 3-9=-925/611, 4-9=-510/1042, 5-9=-322/202, 5-8=-907/664, 6-8=-941/1759, 1-12=-613/1361, 6-16=-1507/764 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 6-6-8, Exterior(2E) 6-6-8 to 12-4-8, Interior(1) 12-4-8 to 17-9-0, Exterior(2E) 17-9-0 to 23-8-0, Interior(1) 23-8-0 to 30-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 15, 16 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 612 lb uplift at joint 15 and 618 lb uplift at joint 16. 9) Load case(s) 2, 16, 17, 18, 19, 20, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804391 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:00:28 2021 Page 2 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jPpilP0XZkBwO8D6blT8AiKhKn2jVzYDAP1cPgzK9iH LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-60, 5-6=-60, 13-20=-35, 7-20=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-18=66, 2-18=53, 2-3=66, 3-4=53, 4-5=66, 5-6=53, 7-13=-10 Horz: 1-18=-76, 2-18=-63, 3-4=-63, 4-5=76 Drag: 5-6=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=53, 2-17=78, 2-3=53, 3-4=78, 4-5=53, 5-6=53, 7-13=-10 Horz: 1-17=-63, 2-17=-88, 3-4=-88, 4-5=63 Drag: 5-6=-0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-3=-61, 3-4=-61, 4-5=-61, 5-6=-61, 7-13=-20 Horz: 1-2=31, 3-4=31, 4-5=-31 Drag: 5-6=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-3=-61, 3-4=-61, 4-5=-61, 5-6=-61, 7-13=-20 Horz: 1-2=31, 3-4=31, 4-5=-31 Drag: 5-6=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=12, 2-3=51, 3-4=12, 4-5=34, 5-19=29, 6-19=18, 7-13=-10 Horz: 1-2=-22, 3-4=-22, 4-5=44 Drag: 5-19=-0, 6-19=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=34, 2-3=29, 3-4=34, 4-5=12, 5-6=51, 7-13=-10 Horz: 1-2=-44, 3-4=-44, 4-5=22 Drag: 5-6=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-58, 2-3=-32, 3-4=-58, 4-5=-9, 5-6=-32, 7-13=-20 Horz: 1-2=28, 3-4=28, 4-5=21 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-9, 2-3=-32, 3-4=-9, 4-5=-58, 5-6=-32, 7-13=-20 Horz: 1-2=-21, 3-4=-21, 4-5=-28 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=51, 2-3=51, 3-4=51, 4-5=51, 5-6=51, 7-13=-10 Horz: 1-2=-61, 3-4=-61, 4-5=61 Drag: 5-6=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=18, 2-3=18, 3-4=18, 4-5=18, 5-6=18, 7-13=-10 Horz: 1-2=-28, 3-4=-28, 4-5=28 Drag: 5-6=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-32, 3-4=-32, 4-5=-32, 5-6=-32, 7-13=-20 Horz: 1-2=2, 3-4=2, 4-5=-2 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-32, 2-3=-32, 3-4=-32, 4-5=-32, 5-6=-32, 7-13=-20 Horz: 1-2=2, 3-4=2, 4-5=-2 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-4=-30, 4-5=-30, 5-6=-30, 13-20=-40, 7-20=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-81, 2-3=-61, 3-4=-81, 4-5=-44, 5-6=-61, 13-20=-35, 7-20=-50 Horz: 1-2=21, 3-4=21, 4-5=16 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-44, 2-3=-61, 3-4=-44, 4-5=-81, 5-6=-61, 13-20=-35, 7-20=-50 Horz: 1-2=-16, 3-4=-16, 4-5=-21 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2733885-PACE Truss B4 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804391 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:00:28 2021 Page 3 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-jPpilP0XZkBwO8D6blT8AiKhKn2jVzYDAP1cPgzK9iH LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-2=-61, 2-3=-61, 3-4=-61, 4-5=-61, 5-6=-61, 13-20=-35, 7-20=-50 Horz: 1-2=1, 3-4=1, 4-5=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-2=-61, 2-3=-61, 3-4=-61, 4-5=-61, 5-6=-61, 13-20=-35, 7-20=-50 Horz: 1-2=1, 3-4=1, 4-5=-1 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-4=-60, 4-5=-30, 5-6=-30, 13-20=-35, 7-20=-50 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-30, 2-3=-30, 3-4=-30, 4-5=-60, 5-6=-60, 13-20=-35, 7-20=-50 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 2733885-PACE Truss B5 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804392 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:22 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Cc7eaMPHqLOcjG0gq3oa6AKXC_skr9WtYEyIdzzKFJR Scale = 1:66.2 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 19 20 21 22 23 2418 2x4 ST1.5x8 STP ST1.5x8 STP 4x4 3x6 4x6 5x8 4x6 4x4 5x12 5x6 3x6 3x6 5x8 2x4 3x8 3x4 3x4 6x8 6x8 1-10-0 1-10-0 4-6-8 2-8-8 10-4-8 5-10-0 17-9-0 7-4-8 21-8-0 3-11-0 31-4-0 9-8-0 1-10-0 1-10-0 4-6-8 2-8-8 10-4-8 5-10-0 17-9-0 7-4-8 21-8-0 3-11-0 26-2-6 4-6-6 31-4-0 5-1-10 3-10-43-10-85-10-127-7-83-7-06-8-06-11-82-0-06.00 12 Plate Offsets (X,Y)-- [5:0-5-4,0-3-0], [9:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.91 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.48 -0.16 0.12 (loc) 10-11 10-11 18 12-14 l/defl >999 >769 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 230 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-18: 2x6 SP No.2, 9-10: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-14 oc bracing. WEBS 1 Row at midpt 5-15, 5-12, 8-10 REACTIONS. (size)18=0-5-8, 19=0-5-10 Max Horz 19=187(LC 12) Max Uplift 18=-606(LC 12), 19=-625(LC 12) Max Grav 18=1576(LC 17), 19=1529(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 16-18=-1576/767, 3-16=-1501/783, 2-3=-1510/842, 2-4=-1398/699, 4-5=-1265/696, 5-6=-1675/904, 6-7=-1667/985, 7-8=-1615/884, 10-17=-640/1407, 9-17=-640/1407 BOT CHORD 14-15=-1048/2231, 12-14=-1051/2224, 11-12=-619/1567, 10-11=-356/997 WEBS 3-15=-612/1356, 4-15=-44/311, 5-15=-1316/624, 5-14=0/288, 5-12=-1059/627, 6-12=-402/1001, 7-12=-391/159, 7-11=-632/497, 8-11=-523/1115, 8-10=-1484/825, 9-19=-1539/759 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 1-10-7, Interior(1) 1-10-7 to 4-6-8, Exterior(2E) 4-6-8 to 10-4-8, Interior(1) 10-4-8 to 17-9-0, Exterior(2E) 17-9-0 to 21-8-0, Interior(1) 21-8-0 to 30-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 18, 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=606, 19=625. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804393 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:01:45 2021 Page 1 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-yDzpwkxqROu?8_bvcQLCnx0pjqFv2n_YttBAcizK9h4 Scale = 1:59.1 1 2 3 4 5 6 7 13 12 11 10 9 8 14 16 17 18 19 20 21 15 2x4 ST1.5x8 STP 4x4 4x4 5x6 6x12 MT20HS 4x4 3x8 4x6 3x6 5x8 3x4 3x8 3x6 6x8 6x8 8-4-8 8-4-8 17-9-0 9-4-8 21-1-8 3-4-8 29-4-0 8-2-8 4-3-4 4-3-4 8-4-8 4-1-4 13-0-12 4-8-4 17-9-0 4-8-4 21-1-8 3-4-8 29-4-0 8-2-8 4-10-124-2-127-10-128-11-00-8-07-2-122-0-06.00 12 Plate Offsets (X,Y)-- [7:0-1-12,0-3-0], [8:Edge,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.87 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.29 -0.53 -0.17 0.12 (loc) 10-12 10-12 15 10-12 l/defl >999 >660 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 215 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-5 oc bracing. WEBS 1 Row at midpt 2-13, 4-10, 7-9 REACTIONS.(lb/size)15=1301/0-5-8, 16=1251/0-4-4 Max Horz 16=182(LC 12) Max Uplift 15=-564(LC 12), 16=-586(LC 12) Max Grav 15=1487(LC 17), 16=1470(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-15=-1487/688, 2-17=-2323/985, 3-17=-2323/985, 3-18=-2729/1198, 4-18=-2616/1210, 4-5=-1488/812, 5-6=-1505/856, 6-7=-1324/728 BOT CHORD 12-13=-625/1328, 12-19=-802/1729, 11-19=-802/1729, 11-20=-802/1729, 10-20=-802/1729, 9-10=-477/1262 WEBS 2-13=-1810/864, 2-12=-511/1403, 3-12=-1465/735, 4-12=-386/1060, 4-10=-904/609, 5-10=-496/1067, 6-9=-897/588, 7-9=-799/1549, 7-16=-1483/725 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 17-9-0, Exterior(2E) 17-9-0 to 21-1-8, Interior(1) 21-1-8 to 28-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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) Bearing at joint(s) 15, 16 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 564 lb uplift at joint 15 and 586 lb uplift at joint 16. 10) Load case(s) 2, 16, 17, 18, 19, 20, 23, 24 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. LOAD CASE(S) Standard Except: Continued on page 2 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804393 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:01:46 2021 Page 2 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RPXB74ySBi0rl8A5A8sRK9Z_TDb8nEEi6Xwk88zK9h3 LOAD CASE(S) Standard Except: 2) Dead + 0.75 Roof Live (balanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-60, 6-7=-60, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 4) Dead + 0.6 C-C Wind (Pos. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-17=66, 3-17=54, 3-5=54, 5-6=66, 6-7=54, 8-13=-10 Horz: 3-5=-64, 5-6=76 Drag: 2-17=0, 3-17=0, 6-7=-0 5) Dead + 0.6 C-C Wind (Pos. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=54, 3-18=54, 5-18=78, 5-6=54, 6-7=54, 8-13=-10 Horz: 3-18=-64, 5-18=-88, 5-6=64 Drag: 2-3=0, 6-7=-0 6) Dead + 0.6 C-C Wind (Neg. Internal) Case 1: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-61, 5-6=-61, 6-7=-61, 8-13=-20 Horz: 3-5=31, 5-6=-31 Drag: 2-3=-0, 6-7=0 7) Dead + 0.6 C-C Wind (Neg. Internal) Case 2: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-61, 5-6=-61, 6-7=-61, 8-13=-20 Horz: 3-5=31, 5-6=-31 Drag: 2-3=-0, 6-7=0 8) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=51, 3-5=12, 5-6=34, 6-7=29, 8-13=-10 Horz: 3-5=-22, 5-6=44 Drag: 2-3=0, 6-7=-0 9) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=29, 3-5=34, 5-6=12, 6-7=51, 8-13=-10 Horz: 3-5=-44, 5-6=22 Drag: 2-3=0, 6-7=-0 10) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-58, 5-6=-9, 6-7=-32, 8-13=-20 Horz: 3-5=28, 5-6=21 11) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-9, 5-6=-58, 6-7=-32, 8-13=-20 Horz: 3-5=-21, 5-6=-28 12) Dead + 0.6 MWFRS Wind (Pos. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=51, 3-5=51, 5-6=51, 6-7=51, 8-13=-10 Horz: 3-5=-61, 5-6=61 Drag: 2-3=0, 6-7=-0 13) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=18, 3-5=18, 5-6=18, 6-7=18, 8-13=-10 Horz: 3-5=-28, 5-6=28 Drag: 2-3=0, 6-7=-0 14) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-32, 5-6=-32, 6-7=-32, 8-13=-20 Horz: 3-5=2, 5-6=-2 15) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-32, 5-6=-32, 6-7=-32, 8-13=-20 Horz: 3-5=2, 5-6=-2 16) Dead + Uninhabitable Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-30, 5-6=-30, 6-7=-30, 13-19=-40, 19-20=-60, 20-21=-40, 8-21=-60 17) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-81, 5-6=-44, 6-7=-61, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 3-5=21, 5-6=16 18) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-44, 5-6=-81, 6-7=-61, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 3-5=-16, 5-6=-21 19) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 1st Parallel): Lumber Increase=1.60, Plate Increase=1.60 Continued on page 3 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2733885-PACE Truss B6 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804393 8.430 s Dec 17 2020 MiTek Industries, Inc. Mon May 3 17:01:46 2021 Page 3 Builders FirstSource, Fort Piece, FL 34945 ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RPXB74ySBi0rl8A5A8sRK9Z_TDb8nEEi6Xwk88zK9h3 LOAD CASE(S) Standard Except: Uniform Loads (plf) Vert: 1-3=-61, 3-5=-61, 5-6=-61, 6-7=-61, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 3-5=1, 5-6=-1 20) Dead + 0.75 Roof Live (bal.) + 0.75 Uninhab. Attic Storage + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-61, 3-5=-61, 5-6=-61, 6-7=-61, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 Horz: 3-5=1, 5-6=-1 23) 3rd Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 5-6=-30, 6-7=-30, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 24) 4th Dead + 0.75 Roof Live (unbalanced) + 0.75 Uninhab. Attic Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-30, 5-6=-60, 6-7=-60, 13-19=-35, 19-20=-50, 20-21=-35, 8-21=-50 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 2733885-PACE Truss B7 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804394 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:25 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dBpnCOS97GmBaklFWCLHkpx30CuM2Q7JECAyEIzKFJO Scale = 1:60.6 1 2 3 4 5 6 12 11 10 9 8 7 13 15 16 17 18 19 20 14 5x8 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 5x6 8x12 3x4 3x6 3x6 5x12 3x4 3x4 5x8 6x8 6-8-8 6-8-8 14-9-0 8-0-8 22-9-8 8-0-8 29-4-0 6-6-8 6-8-8 6-8-8 12-2-12 5-6-4 17-9-0 5-6-4 22-9-8 5-0-8 29-4-0 6-6-8 4-0-123-4-127-0-128-11-00-8-06-4-122-0-06.00 12 Plate Offsets (X,Y)-- [6:0-1-12,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.91 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.38 -0.14 0.16 (loc) 10-11 10-11 14 10-11 l/defl >999 >907 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 206 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-14: 2x6 SP No.2, 6-7: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-4 oc bracing. WEBS 1 Row at midpt 1-11, 4-8, 6-8 REACTIONS. (size)14=0-5-8, 15=0-5-10 Max Horz 15=-208(LC 10) Max Uplift 14=-568(LC 12), 15=-581(LC 12) Max Grav 14=1512(LC 17), 15=1448(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 12-14=-1512/700, 1-12=-1411/720, 1-2=-2537/1089, 2-3=-3016/1359, 3-4=-1919/1034, 4-5=-1530/891, 5-6=-1351/723 BOT CHORD 10-11=-848/1882, 8-10=-431/1204 WEBS 1-11=-1167/2743, 2-11=-1705/934, 3-11=-479/1056, 3-10=-839/621, 4-10=-519/1205, 5-8=-1005/683, 6-8=-797/1638, 6-15=-1462/721 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 6-2-12, Interior(1) 6-2-12 to 17-9-0, Exterior(2E) 17-9-0 to 22-9-8, Interior(1) 22-9-8 to 28-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 14, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=568, 15=581. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B8 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804395 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:26 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5NN9QkTnuau2BuJR3vtWG0UFkbGtnz5TTswVnkzKFJN Scale = 1:59.4 1 2 3 4 5 6 7 14 13 12 11 10 9 8 15 17 18 19 16 5x6 ST1.5x8 STP ST1.5x8 STP 4x4 4x4 4x6 4x6 5x12 5x6 3x6 4x6 5x6 3x4 3x4 3x4 3x4 6x8 4-8-8 4-8-8 10-8-8 6-0-0 16-8-8 6-0-0 18-9-8 2-1-0 24-9-8 6-0-0 29-4-0 4-6-8 4-8-8 4-8-8 10-8-8 6-0-0 16-8-8 6-0-0 18-9-8 2-1-0 24-9-8 6-0-0 29-4-0 4-6-8 3-0-122-4-126-0-128-4-120-8-05-4-122-0-08-4-126.00 12 Plate Offsets (X,Y)-- [5:0-3-4,0-2-0], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.81 0.83 0.60 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.33 -0.53 -0.14 0.22 (loc) 8-9 8-9 16 10-12 l/defl >999 >657 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 193 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 8-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-16: 2x6 SP No.2, 7-8,1-13: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-12 oc bracing. WEBS 1 Row at midpt 3-10, 6-8 REACTIONS. (size)16=0-5-8, 17=0-5-10 Max Horz 17=-231(LC 10) Max Uplift 16=-574(LC 12), 17=-575(LC 12) Max Grav 16=1497(LC 17), 17=1399(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 14-16=-1497/704, 1-14=-1410/706, 1-2=-2695/1248, 2-3=-2398/1212, 3-4=-1529/913, 4-5=-1312/923, 5-6=-1559/930, 8-15=-639/1288, 7-15=-639/1288 BOT CHORD 12-13=-1295/2774, 10-12=-997/2062, 9-10=-468/1261, 8-9=-458/1095 WEBS 1-13=-1345/2920, 2-13=-1133/675, 2-12=-754/379, 3-12=-96/549, 3-10=-1147/692, 4-10=-245/451, 5-9=-87/396, 6-9=-57/359, 6-8=-1401/878, 7-17=-1419/741 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 4-8-8, Interior(1) 4-8-8 to 16-8-8, Exterior(2E) 16-8-8 to 24-9-8, Interior(1) 24-9-8 to 28-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 16, 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=574, 17=575. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B9 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804396 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:27 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZZxXd4TPfu0vp1ueddOlpE1O1?dgWQschWf3JBzKFJM Scale = 1:59.4 1 2 3 4 5 6 7 13 12 11 10 9 8 14 16 17 18 15 2x4 ST1.5x8 STP ST1.5x8 STP 4x4 4x6 5x8 5x6 5x12 5x6 5x6 3x6 4x4 3x4 3x8 3x4 6x8 2-8-8 2-8-8 8-8-8 6-0-0 14-8-8 6-0-0 20-9-8 6-1-0 29-4-0 8-6-8 2-8-8 2-8-8 8-8-8 6-0-0 14-8-8 6-0-0 20-9-8 6-1-0 26-9-8 6-0-0 29-4-0 2-6-8 2-0-121-4-125-0-127-4-120-8-04-4-122-0-07-4-126.00 12 Plate Offsets (X,Y)-- [5:0-6-0,0-2-8], [7:0-5-4,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.90 0.73 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 -0.15 0.14 (loc) 12-13 12-13 15 11-12 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 184 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 10-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-15: 2x6 SP No.2, 7-8: 2x4 SP No.2 OTHERS 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-6 oc bracing. WEBS 1 Row at midpt 3-11 REACTIONS. (size)15=0-5-8, 16=0-5-10 Max Horz 16=-231(LC 10) Max Uplift 15=-580(LC 12), 16=-569(LC 12) Max Grav 15=1534(LC 17), 16=1387(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 13-15=-1534/763, 2-3=-2704/1430, 3-4=-1846/1156, 4-5=-1604/1145, 5-6=-1541/970, 6-7=-276/218, 8-14=-761/1486, 7-14=-761/1486 BOT CHORD 12-13=-1661/3120, 11-12=-1192/2350, 9-11=-495/1315, 8-9=-338/853 WEBS 2-12=-782/514, 3-12=-7/421, 3-11=-1056/605, 4-11=-103/392, 5-11=-303/498, 6-9=-238/635, 6-8=-1474/871, 2-13=-3255/1826, 7-16=-1419/794 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 2-8-8, Interior(1) 2-8-8 to 14-8-8, Exterior(2E) 14-8-8 to 26-9-8, Interior(1) 26-9-8 to 28-7-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Bearing at joint(s) 15, 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=580, 16=569. VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss B10 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804397 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:17 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-reKlXfM8?plKcV7j2WCPP7cjHz8OAs38OyEXymzKFJW Scale = 1:55.2 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 917 18 19 20 21 22 23 5x6 4x4 4x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 3x8 4x6 3x4 3x8 6x8 4x6 3x4 2x4 3x8 3x4 3x8 6-6-0 6-6-0 12-8-8 6-2-8 22-9-8 10-1-0 27-10-6 5-0-14 29-4-0 1-5-10 6-6-0 6-6-0 12-8-8 6-2-8 17-9-0 5-0-8 22-9-8 5-0-8 27-10-6 5-0-14 29-4-0 1-5-10 0-8-87-0-121-1-82-8-07-0-126.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5], [10:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.73 0.98 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.61 0.11 0.11 (loc) 13-15 13-15 9 13-15 l/defl >998 >571 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 1-14: 2x4 SP No.1, 7-12: 2x6 SP M 26, 9-10: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 -t 3-7-2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 5-15, 5-13 REACTIONS. (size)1=0-7-10, 9=0-5-10 Max Horz 1=-255(LC 10) Max Uplift 1=-576(LC 12), 9=-593(LC 12) Max Grav 1=1583(LC 17), 9=1512(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2603/1278, 3-4=-1973/1064, 4-5=-1725/1051, 5-6=-1156/779, 6-7=-1323/784, 7-8=-1184/632, 8-9=-1046/557 BOT CHORD 1-16=-1231/2378, 15-16=-1231/2378, 13-15=-800/1590, 12-13=-299/519, 7-10=-815/519 WEBS 3-15=-707/485, 4-15=-148/469, 5-15=-43/316, 5-13=-708/442, 6-13=-43/298, 7-13=-320/904, 8-10=-519/988 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 12-8-8, Exterior(2R) 12-8-8 to 21-2-5, Interior(1) 21-2-5 to 22-9-8, Exterior(2E) 22-9-8 to 29-1-4 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) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=576, 9=593. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C1 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T23804398 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:29 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Vy2H2lVgBVGd2L20l1QDuf6mRpGf_Ejv9q89N3zKFJK Scale = 1:60.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 18 19 20 21 22 3x6 3x6 7x10 7x10 2x4 3x4 2x4 3x8 2x4 2x4 2x4 8x12 5x6 5x6 4x6 5x8 6x8 5x8 9-0-4 9-0-4 17-9-0 8-8-12 19-10-4 2-1-4 28-1-12 8-3-8 34-4-6 6-2-10 6-1-5 6-1-5 11-11-3 5-9-13 17-9-0 5-9-13 19-10-4 2-1-4 24-5-3 4-6-15 25-5-0 0-11-13 28-1-12 2-8-12 34-4-6 6-2-10 0-8-89-7-01-3-56.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [14:0-4-12,0-1-8], [16:0-5-0,0-4-8], [17:0-2-8,0-2-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.89 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.26 -0.61 0.08 0.20 (loc) 12-14 12-14 11 12-14 l/defl >999 >673 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 231 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 7-11: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 1-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x8 SP 2400F 2.0E -t 3-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-5-11 oc bracing: 1-16. WEBS 1 Row at midpt 4-15, 5-15, 15-17 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)1=Mechanical, 11=0-3-8 Max Horz 1=-450(LC 10) Max Uplift 1=-544(LC 12), 11=-346(LC 12) Max Grav 1=2109(LC 18), 11=2448(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3725/1240, 2-4=-3473/1175, 4-5=-2519/872, 5-6=-2105/533, 6-8=-2211/411, 8-9=-3351/819, 9-11=-3696/645 BOT CHORD 1-16=-925/3487, 15-16=-643/2975, 14-15=-375/2976, 12-14=-372/3003, 11-12=-372/3003 WEBS 2-16=-317/372, 4-16=-227/711, 4-15=-958/612, 5-15=-1044/2641, 14-17=0/1548, 6-17=-204/421, 8-17=-1606/520, 9-12=0/481, 5-17=-1155/699, 15-17=-2922/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-1, Interior(1) 6-0-1 to 17-9-0, Exterior(2R) 17-9-0 to 23-9-0, Interior(1) 23-9-0 to 34-4-6 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 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) Ceiling dead load (5.0 psf) on member(s). 8-9, 8-17 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=544, 11=346. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C2 Truss Type Common Qty 1 Ply 1 Job Reference (optional) T23804399 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:30 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-z8cgF5WIypOUgVdDIlxSRsfw9Dcsjiv3OUujwWzKFJJ Scale = 1:61.2 1 2 3 4 5 6 7 8 9 10 11 16 15 14 13 12 17 22 18 19 20 21 3x6 5x8 5x6 5x6 7x10 7x10 2x4 3x4 3x8 3x8 2x4 2x4 2x4 7x10 4x4 4x4 5x6 5x8 9-0-4 9-0-4 17-9-0 8-8-12 19-10-4 2-1-4 28-1-12 8-3-8 34-4-6 6-2-10 6-1-5 6-1-5 11-11-3 5-9-13 15-10-0 3-10-13 17-9-0 1-11-0 19-8-0 1-11-0 19-10-4 0-2-4 24-0-11 4-2-7 25-5-0 1-4-5 28-1-12 2-8-12 34-4-6 6-2-10 0-8-88-7-81-3-58-7-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [5:0-6-0,0-2-8], [6:0-3-0,0-2-0], [14:0-4-12,0-1-8], [16:0-5-0,0-4-8], [17:0-2-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.89 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.51 0.08 0.15 (loc) 12-14 12-14 11 12-14 l/defl >999 >813 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x6 SP No.2, 8-11: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 1-16: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 -t 3-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-5-0 oc bracing: 1-16. WEBS 1 Row at midpt 15-17 JOINTS 1 Brace at Jt(s): 17 REACTIONS. (size)1=Mechanical, 11=0-3-8 Max Horz 1=-403(LC 10) Max Uplift 1=-542(LC 12), 11=-344(LC 12) Max Grav 1=2117(LC 18), 11=2461(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3741/1218, 2-4=-3484/1151, 4-5=-2680/945, 6-7=-1895/375, 7-9=-3371/810, 9-11=-3857/616, 5-6=-1659/393 BOT CHORD 1-16=-955/3468, 15-16=-617/2943, 14-15=-393/3035, 12-14=-386/3060, 11-12=-386/3060 WEBS 2-16=-338/390, 4-16=-240/707, 4-15=-844/535, 5-15=-604/1724, 14-17=0/1194, 6-17=0/669, 7-17=-2085/617, 9-12=0/747, 5-17=-1343/679, 15-17=-1767/163 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-1, Interior(1) 6-0-1 to 15-10-0, Exterior(2E) 15-10-0 to 19-8-0, Exterior(2R) 19-8-0 to 28-1-12, Interior(1) 28-1-12 to 34-4-6 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 7-9, 7-17 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 12-14 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=542, 11=344. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C3 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804400 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:32 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vXkQgnXYTQeCvpnbQAzwWHkDd0IaBgBLrnNp_OzKFJH Scale = 1:58.3 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 22 23 24 5x8 4x4 8x12 5x6 5x6 5x6 3x4 2x4 3x4 7x10 2x4 4x4 2x4 2x4 2x4 7x10 5x6 7-0-12 7-0-12 13-10-0 6-9-4 19-10-4 6-0-4 21-8-0 1-9-12 28-1-12 6-5-12 34-4-6 6-2-10 7-0-12 7-0-12 13-10-0 6-9-4 19-10-4 6-0-4 21-8-0 1-9-12 25-0-11 3-4-11 26-0-8 0-11-13 28-1-12 2-1-4 34-4-6 6-2-10 0-8-87-7-81-3-57-7-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [3:0-6-0,0-2-8], [12:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.87 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.28 -0.65 0.08 0.26 (loc) 10-12 10-12 9 10-12 l/defl >999 >638 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 217 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 1-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-12,6-16,7-10: 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x8 SP 2400F 2.0E -t 3-7-6 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. WEBS 1 Row at midpt 2-13 REACTIONS. (size)9=0-3-8, 1=Mechanical Max Horz 1=355(LC 11) Max Uplift 9=-347(LC 12), 1=-544(LC 12) Max Grav 9=2452(LC 19), 1=2105(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3786/1267, 2-3=-2928/1018, 3-4=-3030/880, 4-5=-2880/832, 5-6=-2216/649, 6-7=-3332/838, 7-9=-3631/643 BOT CHORD 1-15=-986/3464, 13-15=-986/3464, 12-13=-511/2681, 10-12=-388/3004, 9-10=-388/3004 WEBS 2-15=0/362, 2-13=-907/549, 3-13=-255/473, 3-12=0/1003, 12-16=0/616, 4-16=-474/378, 6-16=-1138/240, 7-10=0/496, 5-16=-290/1371 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 6-0-12, Interior(1) 6-0-12 to 13-10-0, Exterior(2E) 13-10-0 to 21-8-0, Exterior(2R) 21-8-0 to 30-1-13, Interior(1) 30-1-13 to 34-4-6 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 6-7, 6-16 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=347, 1=544. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C4 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804401 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:33 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-OjIou7YAEkm2XyMo_tV92VHRWQd0w7pV4R6NWqzKFJG Scale = 1:60.3 1 2 3 4 5 6 7 8 9 13 12 11 10 14 15 16 17 18 19 20 21 22 23 5x8 ST1.5x8 STP 5x8 7x10 4x4 4x4 3x4 7x10 3x4 8x10 2x4 5x6 3x4 3x8 3x8 7x10 2x4 6-0-12 6-0-12 11-10-0 5-9-4 19-10-4 8-0-4 23-8-0 3-9-12 28-1-12 4-5-12 34-4-6 6-2-10 6-0-12 6-0-12 11-10-0 5-9-4 19-10-4 8-0-4 23-8-0 3-9-12 24-8-3 1-0-3 26-0-8 1-4-5 28-1-12 2-1-4 34-4-6 6-2-10 0-8-86-7-81-3-56-7-86.00 12 Plate Offsets (X,Y)-- [1:Edge,0-4-4], [3:0-5-8,0-2-4], [5:0-6-4,0-2-4], [11:0-3-8,Edge], [13:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.93 0.66 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.24 -0.46 0.08 0.20 (loc) 11-12 10-11 9 11-12 l/defl >999 >882 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 221 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5: 2x4 SP M 31, 5-9: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 *Except* 1-13: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 4-11,6-14,7-10,5-14: 2x4 SP No.2 WEDGE Left: 2x6 SP No.2 SLIDER Right 2x6 SP No.2 -t 3-6-6 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-4-8 oc bracing: 1-13. WEBS 1 Row at midpt 6-14 REACTIONS. (size)9=0-3-8, 1=0-7-10 Max Horz 1=306(LC 11) Max Uplift 9=-343(LC 12), 1=-538(LC 12) Max Grav 9=2431(LC 19), 1=2090(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3667/1233, 2-3=-3103/1075, 3-4=-3296/891, 4-5=-3300/871, 5-6=-1041/289, 6-7=-3411/871, 7-9=-3955/723 BOT CHORD 1-13=-957/3294, 12-13=-957/3294, 11-12=-616/2842, 10-11=-442/3243, 9-10=-442/3243 WEBS 2-13=0/252, 2-12=-533/397, 3-12=-216/536, 3-11=0/960, 11-14=-19/403, 4-14=-488/464, 14-15=-2617/706, 6-15=-2675/716, 7-10=0/936, 5-15=-62/353, 5-14=-685/2810 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-3-13 to 6-0-12, Interior(1) 6-0-12 to 11-10-0, Exterior(2R) 11-10-0 to 20-3-13, Interior(1) 20-3-13 to 23-8-0, Exterior(2R) 23-8-0 to 32-1-13, Interior(1) 32-1-13 to 34-4-6 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) 400.0lb AC unit load placed on the bottom chord, 24-0-0 from left end, supported at two points, 2-0-0 apart. 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 8) Ceiling dead load (5.0 psf) on member(s). 6-7, 14-15, 6-15 9) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-11 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=343, 1=538. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804402 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:34 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-swsA5TZo?1vv96x_Xb0ObipZHq_MfXLeI5sw3HzKFJF Scale = 1:62.5 1 2 3 4 5 6 7 8 9 14 13 12 11 10 16 17 18 19 20 21 22 2x4 ST1.5x8 STP 5x8 5x8 2x4 5x8 4x6 5x6 2x4 5x8 3x8 3x4 4x6 6x8 3x6 9-8-0 9-8-0 17-9-0 8-1-0 25-10-0 8-1-0 34-4-6 8-6-6 -1-6-0 1-6-0 4-11-12 4-11-12 9-8-0 4-8-4 17-9-0 8-1-0 25-10-0 8-1-0 29-11-7 4-1-7 34-4-6 4-4-15 0-8-85-6-81-3-55-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-9,Edge], [5:0-6-0,0-2-8], [6:0-4-0,0-3-4], [7:0-6-0,0-2-8], [14:0-3-0,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.85 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.34 0.11 0.20 (loc) 2-14 2-14 10 13-14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 190 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-6,6-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* 2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-8-13 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-13 oc bracing. WEBS 1 Row at midpt 8-10 REACTIONS. (size)2=0-7-10, 10=0-3-8 Max Horz 2=-242(LC 10) Max Uplift 2=-830(LC 12), 10=-691(LC 12) Max Grav 2=1656(LC 1), 10=1537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2639/1541, 4-5=-2365/1387, 5-6=-2605/1653, 6-7=-2605/1653, 7-8=-2191/1322 BOT CHORD 2-14=-1296/2299, 13-14=-1024/2079, 11-13=-943/1907, 10-11=-1028/1794 WEBS 4-14=-276/314, 5-14=-61/386, 5-13=-388/730, 6-13=-648/549, 7-13=-490/910, 8-11=-54/261, 8-10=-2056/1223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 9-8-0, Exterior(2R) 9-8-0 to 18-1-13, Interior(1) 18-1-13 to 25-10-0, Exterior(2E) 25-10-0 to 34-2-10 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 100 lb uplift at joint(s) except (jt=lb) 2=830, 10=691. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C6 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804403 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:36 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oIzxW8a3Xf9dOQ4Mf02sg7vvLdgE7RixmPL179zKFJD Scale = 1:62.5 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 18 19 20 21 22 2x4 ST1.5x8 STP 5x6 3x6 5x8 5x6 4x4 4x4 4x6 3x4 3x4 3x4 3x4 3x6 5x6 3x6 5x6 3x6 7-8-0 7-8-0 14-5-4 6-9-4 21-0-12 6-7-8 27-10-0 6-9-4 34-4-6 6-6-6 -1-6-0 1-6-0 7-8-0 7-8-0 14-5-4 6-9-4 21-0-12 6-7-8 27-10-0 6-9-4 34-4-6 6-6-6 0-8-84-6-81-3-54-6-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-3-0,0-2-0], [8:0-6-0,0-2-8], [9:Edge,0-1-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.83 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.41 0.12 0.25 (loc) 13-14 13-14 10 13-14 l/defl >999 >995 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 187 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 4-3-15 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-8-4 oc bracing. WEBS 1 Row at midpt 5-16 REACTIONS. (size)2=0-7-10, 10=0-3-8 Max Horz 2=-193(LC 10) Max Uplift 2=-830(LC 12), 10=-691(LC 12) Max Grav 2=1656(LC 1), 10=1537(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2603/1397, 4-5=-2212/1354, 5-7=-3089/1822, 7-8=-3003/1815, 8-9=-2271/1280, 9-10=-1473/911 BOT CHORD 2-16=-1106/2187, 14-16=-1580/3089, 13-14=-1575/3002, 11-13=-1003/1935 WEBS 4-16=-253/746, 5-16=-1131/571, 7-13=-569/421, 8-13=-675/1321, 9-11=-849/1755 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 7-8-0, Exterior(2R) 7-8-0 to 16-1-13, Interior(1) 16-1-13 to 27-10-0, Exterior(2E) 27-10-0 to 34-2-10 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 100 lb uplift at joint(s) except (jt=lb) 2=830, 10=691. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804404 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kh5hxqcJ3GPLdkElmQ4KlY_I2ROjbLKEDjq8C2zKFJB Scale = 1:62.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 2x4 ST1.5x8 STP 5x6 4x10 MT20HS 6x12 MT20HS 5x8 7x10 3x12 MT20HS 7x14 MT20HS5x8 2x4 4x6 4x4 4x4 4x4 7x14 MT20HS 6x8 3x8 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Special SUR26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5-8-0 5-8-0 11-7-10 5-11-10 17-9-0 6-1-6 23-10-6 6-1-6 29-10-0 5-11-10 34-4-6 4-6-6 -1-6-0 1-6-0 2-11-12 2-11-12 5-8-0 2-8-4 11-7-10 5-11-10 17-9-0 6-1-6 23-10-6 6-1-6 29-10-0 5-11-10 34-4-6 4-6-6 0-8-83-6-81-3-53-6-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-8], [5:0-3-0,0-2-7], [10:0-9-4,0-2-8], [12:Edge,0-5-8], [13:0-3-8,0-3-0], [14:0-7-0,0-4-8], [16:0-7-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.79 0.70 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.55 -0.69 0.13 (loc) 15-16 15-16 12 l/defl >731 >585 n/a L/d 240 240 n/a PLATES MT20 MT20HS Weight: 232 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 5-8,8-10: 2x6 SP No.2 BOT CHORD 2x6 SP M 26 *Except* 12-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 6-17,7-16,9-15,10-14,11-13: 2x4 SP No.2, 11-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 2-6-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 1 Row at midpt 6-17, 10-14 REACTIONS. (size)2=0-7-10, 12=0-3-8 Max Horz 2=141(LC 24) Max Uplift 2=-1662(LC 8), 12=-1414(LC 8) Max Grav 2=3034(LC 29), 12=2764(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4758/2458, 4-5=-5004/2630, 5-6=-4446/2390, 6-7=-7249/3883, 7-9=-7998/4276, 9-10=-6816/3649, 10-11=-3991/2058, 11-12=-2691/1402 BOT CHORD 2-17=-1997/3939, 16-17=-3757/7283, 15-16=-4150/8031, 14-15=-3521/6810, 13-14=-1799/3535, 12-13=-149/263 WEBS 4-17=-427/829, 5-17=-657/1612, 6-17=-3200/1675, 6-16=-80/763, 7-16=-896/440, 7-15=-398/436, 9-15=-704/1367, 9-14=-1485/1018, 10-14=-1942/3719, 10-13=-611/517, 11-13=-1672/3364 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) All plates are 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1662, 12=1414. 9) Use Simpson Strong-Tie SUR26 (6-10dx1 1/2 Girder, 6-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 5-8-0 from the left end to connect truss(es) to back face of bottom chord, skewed 45.0 deg.to the right, 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. Continued on page 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss C7 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804404 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:38 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kh5hxqcJ3GPLdkElmQ4KlY_I2ROjbLKEDjq8C2zKFJB NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 328 lb down and 321 lb up at 29-10-0 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 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-10=-70, 10-11=-70, 2-12=-20 Concentrated Loads (lb) Vert: 10=-188(B) 17=-383(B) 13=-60(B) 19=-90(B) 20=-90(B) 21=-90(B) 22=-90(B) 23=-90(B) 24=-90(B) 25=-90(B) 26=-90(B) 27=-90(B) 28=-90(B) 29=-90(B) 30=-90(B) 31=-33(B) 32=-33(B) 33=-33(B) 34=-33(B) 35=-33(B) 36=-33(B) 37=-33(B) 38=-33(B) 39=-33(B) 40=-33(B) 41=-33(B) 42=-33(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 2733885-PACE Truss CJ1 Truss Type Corner Jack Qty 22 Ply 1 Job Reference (optional) T23804405 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:38 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kh5hxqcJ3GPLdkElmQ4KlY_PVRYebXPEDjq8C2zKFJB Scale = 1:9.0 1 2 3 4 2x4 ST1.5x8 STP 5x6 1-0-0 1-0-0 -1-6-0 1-6-0 1-0-0 1-0-0 0-8-81-2-80-9-131-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.00 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=97(LC 12) Max Uplift 3=-75(LC 1), 2=-283(LC 12) Max Grav 3=102(LC 12), 2=276(LC 17), 4=18(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=283. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ3 Truss Type Corner Jack Qty 18 Ply 1 Job Reference (optional) T23804406 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:40 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-g3DSMWdZbtf3t1O8ur7oqz3j8EE?3RuXh1JFGwzKFJ9 Scale = 1:14.0 1 2 3 4 2x4 ST1.5x8 STP 4x6 3-0-0 3-0-0 -1-6-0 1-6-0 3-0-0 3-0-0 0-8-82-2-80-4-111-9-132-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.49 0.01 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2 2 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=156(LC 12) Max Uplift 3=-51(LC 9), 2=-244(LC 12) Max Grav 3=65(LC 17), 2=313(LC 17), 4=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=244.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ4 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23804407 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dSLCmCfq7Vvn6LYW?G9GwO9y12vCXLOq8LoLLpzKFJ7 Scale = 1:21.0 1 2 34x6 ST1.5x8 STP 5-0-0 5-0-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [1:0-0-0,0-0-11] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.92 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 1-3 1-3 2 1 l/defl >999 >999 n/a **** 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 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=164(LC 12) Max Uplift 1=-45(LC 12), 2=-165(LC 12) Max Grav 1=216(LC 17), 2=204(LC 17), 3=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 2=165. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ5 Truss Type Corner Jack Qty 14 Ply 1 Job Reference (optional) T23804408 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:43 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-5eua_YgSuo1ekV7jZ_gVSchBFSFRGoezN?XvtFzKFJ6 Scale = 1:19.9 1 2 6 3 4 2x4 ST1.5x8 STP 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=217(LC 12) Max Uplift 3=-128(LC 12), 2=-242(LC 12) Max Grav 3=174(LC 17), 2=386(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=242.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ12 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23804409 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:39 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Ctf38AdxqaXCFtpxK8cZImXcYrsqK_fNSNZhkUzKFJA Scale = 1:14.1 1 4 2 32x4 2x4 1-10-6 1-10-6 1-10-6 1-10-6 1-3-52-2-81-9-132-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.23 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 -0.01 (loc) 4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 7 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 1-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=52(LC 12) Max Uplift 2=-67(LC 12), 3=-12(LC 12) Max Grav 4=77(LC 1), 2=75(LC 17), 3=34(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ31 Truss Type CORNER JACK Qty 1 Ply 1 Job Reference (optional) T23804410 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:41 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9GnqZseBMBnwUBzKSZe1NBcwAeX8ot6gvh2ooNzKFJ8 Scale = 1:14.0 1 2 3 6 4 5 2x4 ST1.5x8 STP 4x6 3x6 2x4 1-4-0 1-4-0 3-0-0 1-8-0 -1-6-0 1-6-0 1-7-13 1-7-13 3-0-0 1-4-3 0-8-82-2-80-4-111-9-132-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.35 0.14 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in 0.00 0.00 0.01 -0.00 (loc) 6 6 4 5-6 l/defl >999 >999 n/a >999 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 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 6=0-7-10 Max Horz 6=156(LC 12) Max Uplift 4=-35(LC 12), 5=-286(LC 1), 6=-587(LC 12) Max Grav 4=41(LC 17), 5=297(LC 12), 6=633(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-6=-122/330 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=286, 6=587.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss CJ32 Truss Type Corner Jack Qty 1 Ply 1 Job Reference (optional) T23804411 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:42 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-dSLCmCfq7Vvn6LYW?G9GwO90a2oWXLOq8LoLLpzKFJ7 Scale = 1:19.0 1 4 2 3 4x6 2x4 3-10-6 3-10-6 3-10-6 3-10-6 1-3-53-2-82-9-133-2-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.69 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.07 0.03 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 14 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 3-10-6 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-3-8, 2=Mechanical, 3=Mechanical Max Horz 4=111(LC 12) Max Uplift 4=-15(LC 12), 2=-123(LC 12), 3=-11(LC 12) Max Grav 4=165(LC 1), 2=151(LC 17), 3=72(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=123. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss D3 Truss Type Common Qty 2 Ply 1 Job Reference (optional) T23804412 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:44 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ZrSyBug4f69VLfiv7hBk?pEJEsRY?2P6cfHSPizKFJ5 Scale = 1:44.7 1 2 3 4 5 6 7 8 11 10 9 12 14 15 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 7x10 5x6 2x4 2x4 3x8 3x8 2x4 2x4 2x4 7x10 6-6-4 6-6-4 14-9-12 8-3-8 21-3-0 6-5-4 -1-6-0 1-6-0 6-6-4 6-6-4 8-5-8 1-11-4 9-5-5 0-11-13 10-8-0 1-2-11 11-10-11 1-2-11 12-10-8 0-11-13 14-9-12 1-11-4 21-3-0 6-5-4 0-8-86-0-80-9-06.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-4], [8:Edge,0-3-15] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.67 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.65 0.03 0.29 (loc) 9-11 9-11 8 9-11 l/defl >672 >380 n/a >849 L/d 360 240 n/a 240 PLATES MT20 Weight: 107 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-10: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-3-11 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-6-10 Max Horz 2=293(LC 11) Max Uplift 2=-537(LC 12), 8=-361(LC 12) Max Grav 2=1397(LC 18), 8=1248(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1980/736, 3-4=-1504/798, 4-5=-443/1000, 5-6=-427/1026, 6-7=-1483/814, 7-8=-1954/763 BOT CHORD 2-11=-468/1578, 9-11=-468/1578, 8-9=-468/1578 WEBS 3-11=0/640, 4-12=-2668/1405, 6-12=-2668/1405, 7-9=0/628 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 20-11-11 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-12, 6-12 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 100 lb uplift at joint(s) except (jt=lb) 2=537, 8=361. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss D4 Truss Type Common Qty 4 Ply 1 Job Reference (optional) T23804413 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:45 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-110LPDhiPQHLzoG5hPizX1mU1FlEkVjGqJ0?y8zKFJ4 Scale = 1:46.1 1 2 3 4 5 6 7 8 9 12 11 10 13 16 17 2x4 ST1.5x8 STP ST1.5x8 STP 5x6 2x4 7x10 5x6 3x8 3x8 2x4 2x4 2x4 2x4 2x4 7x10 6-6-4 6-6-4 14-9-12 8-3-8 21-4-0 6-6-4 -1-6-0 1-6-0 6-6-4 6-6-4 8-5-8 1-11-4 9-5-5 0-11-13 10-8-0 1-2-11 11-10-11 1-2-11 12-10-8 0-11-13 14-9-12 1-11-4 21-4-0 6-6-4 22-10-0 1-6-0 0-8-86-0-80-8-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-4], [8:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.87 0.77 0.86 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.65 0.03 0.28 (loc) 10-12 10-12 8 10-12 l/defl >674 >381 n/a >894 L/d 360 240 n/a 240 PLATES MT20 Weight: 112 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 BOT CHORD 2x6 SP M 26 *Except* 8-11: 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 , Right: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)2=0-7-10, 8=0-7-10 Max Horz 2=-301(LC 10) Max Uplift 2=-530(LC 12), 8=-530(LC 12) Max Grav 2=1396(LC 18), 8=1396(LC 19) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1965/721, 3-4=-1492/776, 4-5=-395/997, 5-6=-395/1011, 6-7=-1480/776, 7-8=-1947/720 BOT CHORD 2-12=-375/1587, 10-12=-375/1587, 8-10=-375/1587 WEBS 4-13=-2639/1305, 6-13=-2639/1305, 7-10=0/620, 3-12=0/633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 10-8-0, Exterior(2R) 10-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Ceiling dead load (5.0 psf) on member(s). 3-4, 6-7, 4-13, 6-13 7) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 10-12 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=530, 8=530. 9) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss D5 Truss Type Hip Qty 1 Ply 1 Job Reference (optional) T23804414 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:46 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VDajcZiKAjPCbyrHE6EC4EJl2f4gT63P3zmZUazKFJ3 Scale = 1:43.4 1 2 3 4 5 6 7 8 9 10 12 11 15 16 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 4x6 2x4 5x6 4x6 5x6 3x4 2x4 2x4 5x6 4x6 9-0-0 9-0-0 12-4-0 3-4-0 21-4-0 9-0-0 -1-6-0 1-6-0 4-7-12 4-7-12 9-0-0 4-4-4 12-4-0 3-4-0 16-8-4 4-4-4 21-4-0 4-7-12 22-10-0 1-6-0 0-8-85-2-80-8-85-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [9:0-4-1,0-0-5], [11:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.40 0.89 0.21 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.33 0.05 -0.17 (loc) 9-11 9-11 9 2-12 l/defl >999 >784 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 117 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-6-9, Right 2x6 SP No.2 -t 2-6-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-6-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-9-8 oc bracing. REACTIONS. (size)2=0-7-10, 9=0-7-10 Max Horz 2=261(LC 11) Max Uplift 2=-566(LC 12), 9=-566(LC 12) Max Grav 2=1256(LC 17), 9=1256(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1700/1006, 4-5=-1365/820, 5-6=-1178/800, 6-7=-1365/820, 7-9=-1701/1006 BOT CHORD 2-12=-729/1601, 11-12=-388/1266, 9-11=-727/1406 WEBS 4-12=-397/396, 5-12=-110/345, 6-11=-110/345, 7-11=-398/396 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-5-14, Interior(1) 4-5-14 to 9-0-0, Exterior(2E) 9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 20-9-13, Interior(1) 20-9-13 to 22-11-7 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=566, 9=566. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss D6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804415 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:48 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RciT1FkaiLfwqG?gMXGg9fO_?Tolx_viWHFgYTzKFJ1 Scale = 1:43.4 1 2 3 4 5 6 7 8 11 10 9 14 15 16 17 18 19 20 21 2x4 ST1.5x8 STP ST1.5x8 STP 6x8 5x6 2x4 6x8 4x6 4x6 5x6 WB3x6 6x8 6x8 4x6 4x6 NAILED NAILED NAILED NAILED NAILED Special NAILED NAILED NAILED Special 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 14-4-0 7-4-0 21-4-0 7-0-0 22-10-0 1-6-0 0-8-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-5,0-4-1], [4:0-4-0,0-1-15], [5:0-3-0,0-2-7], [7:0-0-5,0-4-1], [9:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.66 0.38 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.44 0.08 0.18 (loc) 9-11 9-11 7 9-11 l/defl >999 >585 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP M 31 *Except* 4-5: 2x6 SP M 26 BOT CHORD 2x4 SP M 31 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-9-8, Right 2x6 SP No.2 -t 3-9-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 1 Row at midpt 4-9 REACTIONS. (size)2=0-7-10, 7=0-7-10 Max Horz 2=210(LC 24) Max Uplift 2=-1240(LC 8), 7=-1240(LC 8) Max Grav 2=2345(LC 29), 7=2345(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-4013/1983, 4-5=-3446/1822, 5-7=-4017/1984 BOT CHORD 2-11=-1559/3551, 9-11=-1549/3511, 7-9=-1560/3434 WEBS 4-11=-263/1065, 5-9=-291/1105 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=1240, 7=1240. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 781 lb down and 428 lb up at 7-0-0, and 781 lb down and 428 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-8=-70, 2-7=-20 Continued on page 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss D6 Truss Type Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804415 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:49 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-woGrEbkDTennSQaswEnvitx9lt8_gR9slx_D5vzKFJ0 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-115(F) 5=-115(F) 11=-704(F) 9=-704(F) 15=-115(F) 16=-115(F) 17=-115(F) 19=-73(F) 20=-73(F) 21=-73(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 2733885-PACE Truss EJ2 Truss Type Jack-Open Qty 3 Ply 1 Job Reference (optional) T23804416 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:49 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-woGrEbkDTennSQaswEnvitxHTtHtgW7slx_D5vzKFJ0 Scale = 1:13.6 1 2 3 4 5 2x4 ST1.5x8 STP 3x6 4x4 2-10-0 2-10-0 -1-6-0 1-6-0 2-10-0 2-10-0 0-8-82-1-81-8-132-1-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.09 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.00 0.00 (loc) 2-5 2-5 4 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 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=146(LC 12) Max Uplift 4=-63(LC 12), 2=-197(LC 12) Max Grav 4=89(LC 17), 2=280(LC 17), 5=55(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=197.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss EJ5 Truss Type Jack-Open Qty 6 Ply 1 Job Reference (optional) T23804417 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:51 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sBNcfHmT?G2VhjkF1fpNnI0YDg_J8Qd8DFTK9ozKFJ_ Scale = 1:18.9 1 2 6 3 4 2x4 ST1.5x8 STP 4x6 5-0-0 5-0-0 -1-6-0 1-6-0 5-0-0 5-0-0 0-8-83-2-82-9-133-2-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.70 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.00 -0.00 0.00 (loc) 2-4 2-4 3 2 l/defl >999 >999 n/a **** L/d 360 240 n/a 240 PLATES MT20 Weight: 29 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-7-10, 4=Mechanical Max Horz 2=217(LC 12) Max Uplift 3=-128(LC 12), 2=-242(LC 12) Max Grav 3=174(LC 17), 2=386(LC 17), 4=92(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 4-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=128, 2=242.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss EJ6 Truss Type Jack-Open Qty 12 Ply 1 Job Reference (optional) T23804418 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KNx_tdn5mZAMJtJRbNKcKVZec4KPtttIRvDtgEzKFIz Scale = 1:23.0 1 2 6 3 4 2x4 ST1.5x8 STP 4x6 5-8-0 5-8-0 -1-6-0 1-6-0 5-8-0 5-8-0 0-8-83-6-83-1-133-6-86.00 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.97 0.03 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: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. 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=237(LC 12) Max Uplift 3=-154(LC 12), 2=-246(LC 12) Max Grav 3=206(LC 17), 2=415(LC 17), 4=106(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 5-7-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=154, 2=246.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss EJ7 Truss Type Jack-Open Qty 20 Ply 1 Job Reference (optional) T23804419 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:52 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KNx_tdn5mZAMJtJRbNKcKVZg?4DntttIRvDtgEzKFIz Scale = 1:26.6 1 2 6 3 4 2x4 ST1.5x8 STP 7x10 7-0-0 7-0-0 -1-6-0 1-6-0 7-0-0 7-0-0 0-8-84-2-83-9-134-2-86.00 12 Plate Offsets (X,Y)-- [2:Edge,0-4-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.46 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.07 -0.00 0.07 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 35 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=275(LC 12) Max Uplift 3=-180(LC 12), 2=-254(LC 12) Max Grav 3=232(LC 17), 2=472(LC 17), 4=139(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-7-7 to 4-4-9, Interior(1) 4-4-9 to 6-11-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=180, 2=254. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss EJ21 Truss Type Jack-Open Qty 1 Ply 1 Job Reference (optional) T23804420 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:50 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-O?qDSxlrEywe4a93TyI8E4UTNGcXPzN?_bkmdLzKFJ? Scale = 1:13.5 1 4 2 3 3x6 ST1.5x8 STP 2-10-0 2-10-0 2-10-0 2-10-0 0-8-82-1-81-8-132-1-86.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-R 0.32 0.19 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.00 -0.01 -0.01 0.01 (loc) 3-4 3-4 2 3-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 9 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 2-10-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=79(LC 12) Max Uplift 4=-19(LC 12), 2=-83(LC 12), 3=-4(LC 12) Max Grav 4=121(LC 17), 2=106(LC 17), 3=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 2, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss G1 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23804421 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:54 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Gm3kIIoLIBQ4YBSqinN4Pwe0uuoSLddbvCi_l7zKFIx Scale = 1:42.3 1 2 3 4 5 6 7 8 9 10 11 15 14 13 12 17 18 19 20 21 22 23 24 2x4 ST1.5x8 STP ST1.5x8 STP 4x6 5x8 5x8 3x4 3x4 5x6 3x6 5x6 5x8 7x10 2x4 6x8 5x8 Special Special Special Special Special Special Special NAILED NAILED NAILED NAILED Special 1-4-6 1-4-6 1-8-3 0-3-13 5-0-0 3-3-13 9-10-0 4-10-0 14-8-0 4-10-0 19-8-0 5-0-0 -1-6-0 1-6-0 1-8-3 1-8-3 5-0-0 3-3-13 9-10-0 4-10-0 14-8-0 4-10-0 19-8-0 5-0-0 20-4-0 0-8-0 0-8-83-2-85-7-80-8-83-2-86.00 12 Plate Offsets (X,Y)-- [2:0-2-9,0-2-5], [10:0-0-5,0-4-1], [13:0-4-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.89 0.62 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.17 0.06 0.12 (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: 127 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-11: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 4-14: 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 1-6-14, Right 2x6 SP No.2 -t 2-10-0 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. JOINTS 1 Brace at Jt(s): 7 REACTIONS. (size)15=0-7-10, 10=0-7-10 Max Horz 15=273(LC 7) Max Uplift 15=-1438(LC 8), 10=-1036(LC 8) Max Grav 15=2628(LC 29), 10=2166(LC 30) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-396/272, 4-5=-2981/1361, 5-6=-1997/938, 5-7=-1385/693, 7-8=-1385/693, 6-8=-1953/930, 8-10=-3873/1814 BOT CHORD 2-15=-230/397, 14-15=-294/353, 13-14=-1152/2846, 12-13=-1492/3289, 10-12=-1498/3315 WEBS 4-15=-2496/1370, 4-14=-1531/2976, 5-14=-635/426, 5-13=-121/439, 7-13=-93/312, 8-13=-426/285, 8-12=-126/381, 6-7=-433/1187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1438, 10=1036. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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) 187 lb down and 175 lb up at 5-4-5, 187 lb down and 175 lb up at 7-0-12, 187 lb down and 169 lb up at 9-0-12, 187 lb down and 169 lb up at 10-7-4, and 187 lb down and 175 lb up at 12-7-4, and 187 lb down and 175 lb up at 14-3-11 on top chord, and 328 lb down and 217 lb up at 5-0-0, and 328 lb down and 217 lb up at 14-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Continued on page 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss G1 Truss Type HIP GIRDER Qty 1 Ply 1 Job Reference (optional) T23804421 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:54 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Gm3kIIoLIBQ4YBSqinN4Pwe0uuoSLddbvCi_l7zKFIx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-70, 5-6=-70, 5-8=-160(F), 6-8=-70, 8-11=-70, 2-10=-20 Concentrated Loads (lb) Vert: 5=-63(F) 8=-63(F) 14=-289(F) 12=-289(F) 17=-63(F) 18=-63(F) 19=-63(F) 20=-63(F) 21=-26(F) 22=-26(F) 23=-26(F) 24=-26(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 2733885-PACE Truss G2 Truss Type Monopitch Qty 1 Ply 1 Job Reference (optional) T23804422 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:55 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kyd6Vepz3UYxAL10GVuJx8BCqHFz46Hk7sRXHZzKFIw Scale = 1:33.2 1 2 3 4 6 5 7 8 3x6 3x4 ST1.5x8 STP ST1.5x8 STP 4x4 6x8 6x8 2x4 1-4-6 1-4-6 1-8-3 0-3-13 8-11-10 7-3-7 1-8-3 1-8-3 8-11-10 7-3-7 0-8-85-2-56.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.78 0.43 0.47 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.14 -0.01 0.01 (loc) 5-6 5-6 5 5-6 l/defl >999 >634 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 49 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 -t 1-6-14 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-4 oc bracing. REACTIONS. (size)5=0-5-10, 6=0-7-10 Max Horz 6=291(LC 12) Max Uplift 5=-226(LC 12), 6=-205(LC 12) Max Grav 5=381(LC 17), 6=491(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-265/80, 4-5=-252/404 BOT CHORD 1-6=-157/293, 5-6=-699/501 WEBS 3-6=-364/696, 3-5=-473/668 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 8-9-14 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=226, 6=205. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss HJ2 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804423 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-C8BVj_qcqogooVcCqCPYULkSVhbEpgstMWB5p?zKFIv Scale = 1:13.5 1 2 3 4 9 5 2x4 4x6 4x4 2x4 2x4 NAILED NAILED 3-11-5 3-11-5 -2-1-7 2-1-7 3-11-5 3-11-5 0-5-82-1-44.24 12 Plate Offsets (X,Y)-- [2:0-4-5,0-0-3] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.47 0.42 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.07 -0.06 -0.00 (loc) 2-5 2-5 4 l/defl >704 >772 n/a L/d 240 180 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 2-1-9 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-15, 5=Mechanical Max Horz 2=146(LC 8) Max Uplift 4=-67(LC 5), 2=-378(LC 8), 5=-37(LC 17) Max Grav 4=106(LC 13), 2=459(LC 28), 5=105(LC 22) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=378. 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: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 9=121(F=61, B=61) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss HJ5 Truss Type Diagonal Hip Girder Qty 2 Ply 1 Job Reference (optional) T23804424 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:56 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-C8BVj_qcqogooVcCqCPYULkO8he2pgstMWB5p?zKFIv Scale = 1:20.7 1 28 3 4 2x4 3x4 3x8 2x4 2x4 7-0-2 7-0-2 -2-1-7 1-8-15 -0-4-8 0-4-8 7-0-2 7-0-2 0-5-113-2-40-4-42-10-03-2-44.24 12 Plate Offsets (X,Y)-- [2:0-0-0,0-1-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.24 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.03 -0.06 -0.00 0.01 (loc) 2-4 2-4 3 2-4 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 WEDGE Left: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=195(LC 8) Max Uplift 3=-203(LC 8), 2=-281(LC 8) Max Grav 3=276(LC 13), 2=392(LC 1), 4=144(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=203, 2=281. 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=-70 Trapezoidal Loads (plf) Vert: 8=0(F=35, B=35)-to-3=-123(F=-26, B=-26), 2=-2(F=9, B=9)-to-4=-35(F=-8, B=-8) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss HJ7 Truss Type Diagonal Hip Girder Qty 6 Ply 1 Job Reference (optional) T23804425 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:58 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-9XJF7grsMPwV1ombxdR0ZmpkOVMTHUwAqqgCuuzKFIt Scale = 1:26.2 1 2 3 7 6 5 11 4 2x4 5x8 2x4 2x4 3x6 3x4 5x6 4-11-0 4-11-0 9-10-1 4-11-0 -2-1-7 1-8-15 -0-4-8 0-4-8 4-11-0 4-11-0 9-10-1 4-11-0 0-5-114-2-44.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.76 0.12 0.41 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.02 -0.00 0.01 (loc) 7 6-7 4 6-7 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 63 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 9-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 2=0-10-7, 6=Mechanical Max Horz 2=326(LC 8) Max Uplift 4=-267(LC 8), 2=-323(LC 8), 6=-118(LC 8) Max Grav 4=373(LC 13), 2=560(LC 1), 6=437(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-700/72 BOT CHORD 2-7=-329/728, 6-7=-329/728 WEBS 3-6=-789/357 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=267, 2=323, 6=118. 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: 1-11=-70 Trapezoidal Loads (plf) Vert: 11=0(F=35, B=35)-to-4=-172(F=-51, B=-51), 2=-2(F=9, B=9)-to-5=-49(F=-15, B=-15) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss HJ51 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804426 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:57 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-hLltwKrEb6oePfBPOwwn1ZGW15twY761bAweMRzKFIu Scale = 1:21.2 1 28 3 4 2x4 5x8 2x4 2x4 7-10-11 7-10-11 -2-1-7 2-1-7 7-10-11 7-10-11 0-5-113-6-00-4-43-1-123-6-04.24 12 Plate Offsets (X,Y)-- [2:0-4-8,0-0-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.65 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.07 -0.16 -0.00 0.10 (loc) 2-4 2-4 3 2-4 l/defl >999 >555 n/a >884 L/d 360 240 n/a 240 PLATES MT20 Weight: 40 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=0-10-7, 4=Mechanical Max Horz 2=213(LC 7) Max Uplift 3=-203(LC 7), 2=-318(LC 8), 4=-179(LC 5) Max Grav 3=138(LC 9), 2=423(LC 1), 4=503(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=203, 2=318, 4=179. 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=-70, 2-8=40(F=70) Trapezoidal Loads (plf) Vert: 2=-8(F=6, B=6)-to-4=-178(F=-79, B=-79) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss HJ71 Truss Type Diagonal Hip Girder Qty 1 Ply 1 Job Reference (optional) T23804427 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:37:59 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-djsdL0sU6j2MfyLnVLyF6_MuGvji01bK2UPlQKzKFIs Scale = 1:21.2 1 29 3 5 4 2x4 5x8 2x4 2x4 1-9-0 1-8-10 7-10-11 6-1-11 -2-1-7 2-1-7 7-10-11 7-10-11 0-5-113-6-00-4-43-1-123-6-04.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.01 -0.01 -0.00 0.00 (loc) 4-5 4-5 3 2 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 7-10-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings Mechanical except (jt=length) 2=0-10-1, 5=0-4-15. (lb) - Max Horz 2=236(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 5 except 3=-259(LC 8), 2=-268(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4 except 3=346(LC 13), 2=263(LC 1), 5=260(LC 13) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 3=259, 2=268. 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: 1-9=-70 Trapezoidal Loads (plf) Vert: 9=0(F=35, B=35)-to-3=-138(F=-34, B=-34), 2=-2(F=9, B=9)-to-4=-39(F=-10, B=-10) This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss K1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T23804428 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:01 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Z6_OmiukeKI4uGVAdm?jBPRFUiCoUnadWousVDzKFIq Scale = 1:56.2 1 2 3 4 5 6 7 8 9 10 11 12 18 17 16 15 14 13 21 22 23 24 25 26 27 28 2x4 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 5x8 4x6 5x8 5x8 2x4 5x6 4x4 4x4 3x6 2x4 5x8 2x4 3x4 6x8 3x4 2x4 3x6 4x4 Special NAILED Special NAILED NAILED NAILED Special Special NAILED Special NAILED NAILED NAILED Special 7-0-0 7-0-0 11-2-0 4-2-0 15-4-0 4-2-0 17-10-3 2-6-3 21-5-3 3-7-0 25-2-0 3-8-12 28-0-0 2-10-0 -1-6-0 1-6-0 7-0-0 7-0-0 11-2-0 4-2-0 15-4-0 4-2-0 17-10-3 2-6-3 21-5-3 3-7-0 25-2-0 3-8-12 28-0-0 2-10-0 29-6-0 1-6-0 0-8-82-1-84-2-80-8-84-2-86.00 12 Plate Offsets (X,Y)-- [2:0-4-1,0-0-5], [4:0-6-0,0-2-8], [9:0-6-0,0-2-8], [11:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.71 0.78 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.09 -0.13 0.05 (loc) 17-18 2-18 15 l/defl >999 >999 n/a L/d 240 240 n/a PLATES MT20 Weight: 156 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 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 1-19: 2x4 SP No.3 SLIDER Left 2x6 SP No.2 -t 3-11-7, Right 2x6 SP No.2 -t 1-7-8 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-2-12 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. REACTIONS. (size)2=0-7-10, 15=0-7-10, 11=0-8-0 Max Horz 2=212(LC 7) Max Uplift 2=-905(LC 8), 15=-1303(LC 8), 11=-276(LC 8) Max Grav 2=1733(LC 36), 15=2737(LC 37), 11=428(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2691/1305, 4-5=-2119/1143, 5-6=-2390/1215, 6-7=-606/1444, 7-8=-605/1444, 8-9=-276/359, 9-11=-340/116 BOT CHORD 2-18=-988/2388, 17-18=-990/2411, 15-17=-437/934, 14-15=-326/328, 13-14=-24/282, 11-13=-25/270 WEBS 4-18=-50/654, 4-17=-333/149, 5-17=0/424, 6-17=-631/1330, 6-15=-2927/1472, 7-15=-277/212, 8-15=-1341/617, 8-14=-69/312, 9-14=-565/235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=905, 15=1303, 11=276. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe-nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 577 lb down and 551 lb up at 7-0-0, and 577 lb down and 551 lb up at 11-2-0, and 276 lb down and 183 lb up at 25-2-0 on top chord, and 465 lb down and 130 lb up at 7-0-0, 465 lb down and 130 lb up at 11-1-4, and 18 lb down at 24-10-15, and 95 lb down and 65 lb up at 25-2-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss K1 Truss Type Roof Special Girder Qty 1 Ply 1 Job Reference (optional) T23804428 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:01 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Z6_OmiukeKI4uGVAdm?jBPRFUiCoUnadWousVDzKFIq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-70, 5-6=-70, 6-9=-70, 9-12=-70, 2-11=-20 Concentrated Loads (lb) Vert: 4=-315(B) 5=-315(B) 18=-433(B) 17=-433(B) 13=26(B) 21=-115(B) 22=-15(B) 25=-73(B) 26=-13(B) 27=-8(B) 28=-8(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 2733885-PACE Truss K2 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T23804429 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:02 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-1IYmz1uMPeQxWQ4MATWykc_T_6d6DFQmlSeP1fzKFIp Scale = 1:54.9 1 2 3 4 5 6 7 8 9 10 15 14 13 12 11 17 18 19 20 21 22 23 3x6 4x4 ST1.5x8 STP ST1.5x8 STP ST1.5x8 STP 4x4 4x12 5x8 2x4 3x6 3x4 2x4 3x4 2x4 6x8 2x4 3x6 4x4 6-9-12 6-9-12 13-4-0 6-6-4 17-10-3 4-6-3 23-2-0 5-3-13 28-0-0 4-10-0 4-8-4 4-8-4 9-1-0 4-4-12 13-4-0 4-3-0 17-10-3 4-6-3 23-2-0 5-3-13 28-0-0 4-10-0 29-6-0 1-6-0 0-8-83-1-85-2-80-8-83-1-86.00 12 Plate Offsets (X,Y)-- [1:0-3-0,0-0-5], [7:0-6-0,0-2-8], [9:0-4-1,0-0-5] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.47 0.46 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.04 -0.11 0.02 0.03 (loc) 14-15 14-15 9 14-15 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 153 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 SLIDER Left 2x6 SP No.2 -t 2-7-0, Right 2x6 SP No.2 -t 2-8-15 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-3-13 oc bracing: 1-15. REACTIONS. (size)1=0-7-10, 12=0-7-10, 9=0-8-0 Max Horz 1=-256(LC 10) Max Uplift 1=-322(LC 12), 12=-665(LC 12), 9=-282(LC 12) Max Grav 1=724(LC 17), 12=1491(LC 1), 9=477(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1086/709, 3-4=-887/643, 4-5=-711/608, 5-6=-176/460, 6-7=-176/460, 7-9=-335/189 BOT CHORD 1-15=-502/1041, 14-15=-155/635, 12-14=-172/584 WEBS 3-15=-344/382, 4-15=-248/448, 5-12=-1232/709, 6-12=-401/400, 7-12=-720/440 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 6-0-0, Interior(1) 6-0-0 to 9-1-0, Exterior(2E) 9-1-0 to 13-4-0, Interior(1) 13-4-0 to 23-2-0, Exterior(2R) 23-2-0 to 29-2-0, Interior(1) 29-2-0 to 29-7-7 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 100 lb uplift at joint(s) except (jt=lb) 1=322, 12=665, 9=282. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss K3 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23804430 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:03 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VV68BNv?AyYo7aeZkA1BGpWWSWxYyh_vz6NyZ5zKFIo Scale = 1:24.7 1 2 3 5 4 6 7 8 9 4x4 ST1.5x8 STP ST1.5x8 STP 3x6 7x10 5x8 6x8 HTU26 HTU26 HTU26 HTU26 HTU26 5-7-0 5-7-0 10-5-10 4-10-10 5-7-0 5-7-0 10-5-10 4-10-10 0-8-83-6-06.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-13], [5:0-3-8,0-4-12] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.64 0.68 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.08 -0.16 0.01 0.09 (loc) 1-5 1-5 4 1-5 l/defl >999 >728 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 124 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 3-4: 2x8 SP 2400F 2.0E, 2-5: 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-7-10, 1=0-8-0 Max Horz 1=189(LC 21) Max Uplift 4=-1790(LC 8), 1=-1462(LC 8) Max Grav 4=4875(LC 2), 1=4809(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-5413/1643, 2-3=-4737/1523, 3-4=-3302/1116 BOT CHORD 1-5=-1496/4625 WEBS 2-5=-797/2386, 3-5=-1750/5513 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, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 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 100 lb uplift at joint(s) except (jt=lb) 4=1790, 1=1462. 9) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-6-12 from the left end to 7-6-12 to connect truss(es) to back face of bottom chord. 10) Use Simpson Strong-Tie HTU26 (20-10d Girder, 11-10dx1 1/2 Truss, Single Ply Girder) or equivalent at 9-6-12 from the left end to connect truss(es) to back face of bottom chord. 11) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) StandardContinued on page 2 This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss K3 Truss Type Half Hip Girder Qty 1 Ply 2 Job Reference (optional) T23804430 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:03 2021 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VV68BNv?AyYo7aeZkA1BGpWWSWxYyh_vz6NyZ5zKFIo LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 1-4=-20 Concentrated Loads (lb) Vert: 5=-1695(B) 6=-1695(B) 7=-1695(B) 8=-1695(B) 9=-1373(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 2733885-PACE Truss V1 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804431 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:04 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-zhgWOjwdxFgfljDlIuYQp13wtwQEhIr3Cm7W5XzKFIn 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 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.06 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=42(LC 12) Max Uplift 1=-17(LC 12), 2=-45(LC 12) Max Grav 1=65(LC 17), 2=59(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=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 100 lb uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V2 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804432 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:05 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-StEub3xFiZoWNtoxsb3fLEb0eJjnQl5CRQs3e_zKFIm Scale = 1:12.8 1 2 3 2x4 2x4 2x4 4-0-0 4-0-0 0-0-42-0-06.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.38 0.20 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-8, 3=3-11-8 Max Horz 1=98(LC 12) Max Uplift 1=-41(LC 12), 3=-90(LC 12) Max Grav 1=154(LC 17), 3=171(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-162/266 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V3 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804433 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:06 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-w4nHpPxtTtxN_1N7PJbuuS8D7j5N9AvMf4cdAQzKFIl Scale = 1:19.6 1 2 3 5 4 2x4 2x4 2x4 2x4 2x4 3-5-1 3-5-1 6-0-0 2-6-15 0-0-42-10-42-8-16.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.20 0.12 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 23 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=5-11-8, 4=5-11-8, 5=5-11-8 Max Horz 1=158(LC 12) Max Uplift 4=-48(LC 12), 5=-182(LC 12) Max Grav 1=98(LC 1), 4=92(LC 17), 5=347(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-318/149 WEBS 2-5=-321/523 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=182.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V4 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T23804434 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:08 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-sSv1E5z7?UB5ELXWXkdNztDa0XlDd54e7O5jFJzKFIj Scale = 1:28.2 1 2 3 4 5 6 7 13 12 11 10 9 8 14 15 16 17 3x4 4x4 3x4 3x6 16-5-0 16-5-0 8-2-8 8-2-8 16-5-0 8-2-8 0-0-44-1-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.18 0.16 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 16-5-0. (lb) - Max Horz 1=-186(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 1, 7, 12, 9 except 13=-203(LC 12), 8=-203(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 11, 12, 9 except 13=385(LC 17), 8=385(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-13=-285/376, 6-8=-285/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) 0-7-9 to 6-7-9, Interior(1) 6-7-9 to 8-2-8, Exterior(2R) 8-2-8 to 14-2-8, Interior(1) 14-2-8 to 15-9-7 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) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7, 12, 9 except (jt=lb) 13=203, 8=203. TRUSS DESIGNED FOR WIND LOADS IN THE PLANE OF THE TRUSS ONLY. FOR STUDS EXPOSED TO WIND (NORMAL TO THE FACE), SEE STANDARD INDUSTRY GABLE END DETAILS AS APPLICABLE, OR CONSULT QUALIFIED BUILDING DESIGNER AS PER ANSI/TPI 1. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V5 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804435 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KfTPRR_lmoJyrV6i5R8cW4mfJxy5MXboM2qHnlzKFIi Scale = 1:19.3 1 2 3 5 4 3x6 4x6 2x4 2x4 2x4 8-0-0 8-0-0 5-8-8 5-8-8 8-0-0 2-3-8 0-0-42-10-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.53 0.76 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 30 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)1=7-11-8, 4=7-11-8, 5=7-11-8 Max Horz 1=155(LC 12) Max Uplift 1=-54(LC 12), 4=-44(LC 8), 5=-236(LC 12) Max Grav 1=215(LC 17), 4=27(LC 18), 5=484(LC 17) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-354/537 NOTES- 1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=236. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V6 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804436 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:09 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KfTPRR_lmoJyrV6i5R8cW4me0x?MMXyoM2qHnlzKFIi Scale = 1:22.3 1 2 3 43x6 4x6 3x6 2x4 0-0-8 0-0-8 12-5-0 12-4-8 6-2-8 6-2-8 12-5-0 6-2-8 0-0-43-1-40-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.61 0.55 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 41 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=12-4-0, 3=12-4-0, 4=12-4-0 Max Horz 1=-137(LC 10) Max Uplift 1=-118(LC 12), 3=-118(LC 12), 4=-216(LC 12) Max Grav 1=235(LC 17), 3=255(LC 18), 4=553(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-357/459 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=118, 3=118, 4=216.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V7 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804437 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:10 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-or1nfn?OX5RoTehve9fr2IJxcKRg50KxaiaqJBzKFIh Scale = 1:7.7 1 2 3 2x4 3x6 2x4 0-0-8 0-0-8 4-0-0 3-11-8 2-0-0 2-0-0 4-0-0 2-0-0 0-0-41-0-00-0-46.00 12 Plate Offsets (X,Y)-- [2:0-3-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-P 0.11 0.16 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 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 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-11-0, 3=3-11-0 Max Horz 1=-34(LC 10) Max Uplift 1=-56(LC 12), 3=-56(LC 12) Max Grav 1=123(LC 1), 3=123(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V8 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804438 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:11 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-G1bAs6?0IPZf5oG5CsA4bVr3wkkXqS?5pMJOrdzKFIg Scale = 1:15.7 1 2 3 4 3x4 4x4 3x4 2x4 0-0-8 0-0-8 8-0-0 7-11-8 4-0-0 4-0-0 8-0-0 4-0-0 0-0-42-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.26 0.37 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-11-0, 3=7-11-0, 4=7-11-0 Max Horz 1=83(LC 11) Max Uplift 1=-72(LC 12), 3=-72(LC 12), 4=-130(LC 12) Max Grav 1=142(LC 17), 3=154(LC 18), 4=334(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-226/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (jt=lb) 4=130.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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 2733885-PACE Truss V9 Truss Type Valley Qty 1 Ply 1 Job Reference (optional) T23804439 8.430 s Apr 20 2021 MiTek Industries, Inc. Mon May 3 09:38:12 2021 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-kD9Y3S0e3jhWiyrHmZhJ7jO9k8yTZtjE203xO4zKFIf Scale = 1:21.8 1 2 3 43x6 4x6 3x6 2x4 0-0-8 0-0-8 12-0-0 11-11-8 6-0-0 6-0-0 12-0-0 6-0-0 0-0-43-0-00-0-46.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2020/TPI2014 CSI. TC BC WB Matrix-SH 0.58 0.84 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 39 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-11-0, 3=11-11-0, 4=11-11-0 Max Horz 1=-132(LC 10) Max Uplift 1=-114(LC 12), 3=-114(LC 12), 4=-207(LC 12) Max Grav 1=226(LC 17), 3=246(LC 18), 4=532(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-346/451 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.0psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=114, 3=114, 4=207.This item has been electronically signed and sealed by Magid, Michael, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. May 3,2021 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