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HomeMy WebLinkAboutCUTSHEET6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2328659-PACE - Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 45.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 36 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: WILLIAMS Model: . Subdivision: . Address: INDIAN RIVER DR, . State: FLCity: FORT PIERCE Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: August 3,2020 ORegan, Philip 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 - Plant City. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T20906520 A1 Date 8/3/202T20906521A28/3/203T20906522A38/3/204T20906523A48/3/205T20906524A58/3/206T20906525A68/3/207T20906526A78/3/208T20906527A88/3/209T20906528A98/3/2010T20906529A108/3/2011T20906530A118/3/2012T20906531A128/3/2013T20906532A138/3/2014T20906533A148/3/20 No.Seal#Truss Name 15 T20906534 A15 Date 8/3/2016T20906535A168/3/2017T20906536A178/3/2018T20906537A188/3/2019T20906538A198/3/2020T20906539A208/3/2021T20906540A218/3/2022T20906541A228/3/2023T20906542A238/3/2024T20906543A248/3/2025T20906544A258/3/2026T20906545A268/3/2027T20906546A278/3/2028T20906547A288/3/20 This item has been electronically signed and sealed by ORegan, Philip, 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: 2328659-PACE - 2 of 2 Site Information: Lot/Block: . Customer Info: PACE 2000 Project Name: WILLIAMS Model: . Subdivision: . Address: INDIAN RIVER DR, . State: FLCity: FORT PIERCE No.Seal#Truss Name 29 T20906548 A29 Date 8/3/2030T20906549A308/3/2031T20906550A318/3/2032T20906551A328/3/2033T20906552A338/3/2034T20906553A348/3/2035T20906554A358/3/2036T20906555A368/3/20 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 2328659-PACE Truss A1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20906520 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:36:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-N6WDvi81O0ikww5wzwPek2I1ccLTUoFLeaOlJDyrajg Scale = 1:76.0 1 2 5 6 7 9 10 12 13 14 15 17 18 19 20 22 23 24 26 27 29 30 31 33 3 4 8 11 16 21 25 28 32 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 58 59 3x6 3x4 5x8 3x6 3x4 3x6 5x6 6x8 12x14 12x14 6x8 5x8 3x6 3x6 12x14 12x14 12x14 3x6 44-10-0 44-10-0 44-10-0 44-10-0 4-10-75-1-84-10-75-5-0Plate Offsets (X,Y)-- [4:0-7-0,Edge], [12:0-7-0,0-8-12], [23:0-0-0,0-1-12], [23:0-7-0,0-8-12], [29:0-7-0,0-8-12], [50:0-3-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.31 0.39 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 36 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 379 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x8 SP 2400F 2.0E *Except* 1-56,33-35: 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 9-5-12 oc bracing: 56-57 10-0-0 oc bracing: 34-35. JOINTS 1 Brace at Jt(s): 17, 15, 14, 10, 9, 7, 5, 2, 19, 20, 22, 24, 26, 27, 30, 31 REACTIONS.All bearings 42-3-0. (lb) - Max Horz 57=-344(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 38 except 57=-477(LC 10), 46=-371(LC 12), 50=-380(LC 12), 54=-362(LC 8), 56=-618(LC 9), 41=-379(LC 12), 37=-272(LC 12), 36=-301(LC 9) Max Grav All reactions 250 lb or less at joint(s) 47, 48, 49, 51, 52, 53, 55, 45, 44, 43, 40, 39, 38 except 57=599(LC 9), 46=565(LC 1), 50=577(LC 1), 54=539(LC 1), 56=619(LC 10), 41=574(LC 1), 37=367(LC 18), 36=440(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-57=-768/658 BOT CHORD 56-57=-388/397, 55-56=-216/297, 54-55=-216/297, 53-54=-216/297, 52-53=-216/297, 51-52=-216/297, 50-51=-216/297, 49-50=-216/297, 48-49=-216/297, 47-48=-216/297, 46-47=-216/297, 45-46=-216/297, 44-45=-216/297, 43-44=-216/297, 41-43=-216/297, 40-41=-216/297, 39-40=-216/297, 38-39=-216/297, 37-38=-216/297, 36-37=-216/297, 35-36=-216/297 WEBS 18-46=-525/552, 12-50=-537/565, 6-54=-498/524, 23-41=-534/562, 29-37=-418/418, 30-36=-199/259, 1-56=-868/1039, 33-35=-337/446, 4-6=-527/554, 28-29=-533/563, 11-12=-569/598, 21-23=-566/595, 16-18=-556/585 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-10 to 6-5-0, Exterior(2) 6-5-0 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 2-0-0 oc. 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. Continued on page 2 This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A1 Truss Type GABLE Qty 1 Ply 1 Job Reference (optional) T20906520 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:36:52 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rI4c629f9KqaY4g7XewtHGrCL0hiDFUUsE7Jrgyrajf NOTES- 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 38 except (jt=lb) 57=477, 46=371, 50=380, 54=362, 56=618, 41=379, 37=272, 36=301. 9) n/a 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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 2328659-PACE Truss A2 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906521 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:22 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-y3uxPIWT5XbK8hzuHxSvVb5Gy6nMEhavmuOuvwyrajB Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 27 26 28 29 30 31 32 33 34 35 3x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 5x8 2x4 2x4 5x6 6x8 5x8 7x10 5x6 5x8 2x4 3x6 4x10 MT20HS 6-0-0 3-4-46-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 25-7-12 6-3-8 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 42-3-0 0-4-0 44-10-0 2-7-0 6-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 22-6-0 3-1-12 25-7-12 3-1-12 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 44-10-0 2-11-0 4-9-65-5-04-9-6Plate Offsets (X,Y)-- [3:0-2-12,0-3-4], [13:0-3-8,0-3-12], [21:0-5-0,0-4-8], [22:0-4-4,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.85 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.91 0.10 0.50 (loc) 17-18 17-18 13 18-20 l/defl >999 >546 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 328 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 15-19: 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 22-23,12-24: 2x8 SP 2400F 2.0E 10-13,11-13,3-20,2-21,9-14,8-16,5-25,5-27,5-26: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-12 oc bracing. WEBS 1 Row at midpt 1-21 REACTIONS. (size)22=0-7-0, 13=0-8-0 Max Horz 22=-425(LC 10) Max Uplift 22=-651(LC 12), 13=-739(LC 12) Max Grav 22=2132(LC 19), 13=2412(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2057/953, 1-2=-2876/1161, 2-3=-4732/1600, 3-4=-5829/1473, 4-5=-5716/1439, 5-6=-5240/1280, 6-8=-5775/1463, 8-9=-4323/1400, 9-10=-2533/938 BOT CHORD 21-22=-490/489, 20-21=-1401/2955, 18-20=-1849/4849, 17-18=-1683/5905, 16-17=-1430/4274, 14-16=-887/2448 WEBS 18-25=-380/346, 4-25=-349/337, 17-26=-510/381, 6-26=-503/381, 10-13=-2251/1060, 3-18=0/1399, 1-21=-1300/3320, 3-20=-1222/375, 2-21=-1752/827, 2-20=-649/2341, 10-14=-1137/3115, 8-17=-272/1989, 9-14=-1839/793, 8-16=-1574/491, 9-16=-699/2375, 5-26=-712/376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 22-4-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 25-27, 26-27 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=651, 13=739. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A3 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906522 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:49 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gG094XrPkq?VurX4M6RE5Hiw9__S3wNtzbRqLsyraim Scale = 1:78.9 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 27 26282930 31 32 33 34 35 3x12 MT20HS ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 5x8 2x4 2x4 5x6 6x8 5x8 7x10 3x8 5x6 3x6 5x8 2x4 4x10 MT20HS 6-0-0 3-3-46-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 25-7-12 6-3-8 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 42-3-0 0-4-0 44-10-0 2-7-0 6-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 22-6-0 3-1-12 25-7-12 3-1-12 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 44-10-0 2-11-0 4-8-65-5-04-8-6Plate Offsets (X,Y)-- [2:0-3-8,0-1-8], [3:0-3-0,0-3-0], [7:0-3-0,Edge], [13:0-3-8,0-4-0], [21:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.93 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.85 0.09 0.51 (loc) 17-18 18 13 18-20 l/defl >999 >589 n/a >979 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 327 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 15-19: 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 22-23,12-24: 2x8 SP 2400F 2.0E 10-13,11-13,3-20,2-21,9-14,8-16,5-25,5-27,5-26: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-21, 2-20, 10-14 REACTIONS. (size)22=0-7-0, 13=0-8-0 Max Horz 22=-434(LC 10) Max Uplift 22=-471(LC 12), 13=-919(LC 12) Max Grav 22=2312(LC 19), 13=2234(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2047/965, 1-2=-2955/1163, 2-3=-4484/1969, 3-4=-5241/2198, 4-5=-5178/2111, 5-6=-4644/2001, 6-8=-5179/2195, 8-9=-3967/1868, 9-10=-2357/1183 BOT CHORD 21-22=-467/540, 20-21=-1410/3037, 18-20=-2234/4597, 17-18=-2423/5313, 16-17=-1896/3915, 14-16=-1126/2267 WEBS 18-25=-372/354, 4-25=-335/352, 17-26=-519/373, 6-26=-509/379, 10-13=-2072/1239, 3-18=-419/989, 1-21=-1339/3344, 3-20=-977/622, 2-21=-1503/1077, 2-20=-1097/1934, 10-14=-1438/2865, 8-17=-616/1673, 9-14=-1669/965, 8-16=-1360/707, 9-16=-984/2128, 5-26=-731/373 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 3-8-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 25-27, 26-27 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=471, 13=919. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A4 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906523 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-KrG6ASBbvlfOsIFeZhT2mOPusgv8M0V8eczsthyraiJ Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 27 26282930 31 32 33 34 35 3x8 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x4 5x8 2x4 2x4 5x6 6x8 5x8 7x10 5x6 5x8 2x4 3x6 4x10 MT20HS 6-0-0 3-2-46-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 25-7-12 6-3-8 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 42-3-0 0-4-0 44-10-0 2-7-0 6-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 22-6-0 3-1-12 25-7-12 3-1-12 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 44-10-0 2-11-0 4-7-65-5-04-7-6Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [13:0-3-8,0-3-12], [21:0-5-0,0-4-8], [22:0-4-4,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.80 0.87 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.36 -0.93 0.10 0.50 (loc) 17-18 17-18 13 18-20 l/defl >999 >539 n/a >992 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 325 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 15-19: 2x6 SP M 26 WEBS 2x4 SP No.2 *Except* 22-23,12-24: 2x8 SP 2400F 2.0E 10-13,11-13,3-20,2-21,9-14,8-16,5-25,5-27,5-26: 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-1-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-1-8 oc bracing. WEBS 1 Row at midpt 1-21 REACTIONS. (size)22=0-7-0, 13=0-8-0 Max Horz 22=-442(LC 10) Max Uplift 22=-651(LC 12), 13=-739(LC 12) Max Grav 22=2134(LC 19), 13=2414(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2057/955, 1-2=-2992/1210, 2-3=-4917/1662, 3-4=-6058/1527, 4-5=-5970/1502, 5-6=-5480/1340, 6-8=-6001/1518, 8-9=-4494/1455, 9-10=-2636/978, 10-11=-259/180 BOT CHORD 21-22=-521/515, 20-21=-1464/3078, 18-20=-1925/5042, 17-18=-1749/6137, 16-17=-1481/4440, 14-16=-915/2539 WEBS 18-25=-376/346, 4-25=-340/337, 17-26=-515/386, 6-26=-504/386, 10-13=-2252/1061, 3-18=0/1443, 1-21=-1339/3410, 3-20=-1227/379, 2-21=-1752/828, 2-20=-669/2403, 10-14=-1167/3189, 8-17=-285/2040, 9-14=-1840/795, 8-16=-1573/493, 9-16=-718/2432, 5-26=-720/380 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 22-4-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) All plates are 4x6 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Ceiling dead load (5.0 psf) on member(s). 25-27, 26-27 10) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=651, 13=739. 12) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A5 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906524 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:23 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-go3?D9FkkHHgz37cMF3DTS6k0hb71HmtougdYuyraiE Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 22 21 20 19 18 17 16 15 14 13 12 23 24 25 27 26282930 31 32 33 34 35 3x8 ST1.5x8 STP ST1.5x8 STP 3x6 5x8 3x4 5x8 2x4 4x6 2x4 2x4 2x4 6x8 4x6 4x6 4x6 5x8 5x8 6x8 8x10 5x8 5x8 7x10 WB 7x10 4x6 4x6 6-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 25-7-12 6-3-8 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 42-3-0 0-4-0 44-10-0 2-7-0 6-9-1 6-9-1 13-0-11 6-3-9 19-4-4 6-3-9 22-6-0 3-1-12 25-7-12 3-1-12 31-0-13 5-5-1 36-5-15 5-5-1 41-11-0 5-5-1 44-10-0 2-11-0 4-6-75-5-04-6-7Plate Offsets (X,Y)-- [3:0-4-0,0-3-0], [10:0-3-8,0-2-8], [13:0-3-8,0-3-12], [14:0-3-8,0-2-8], [17:0-3-8,0-3-12], [21:0-5-0,0-4-8], [22:0-4-4,0-1-8], [27:0-5-0,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.77 0.94 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.98 0.11 0.55 (loc) 17-18 17-18 13 18-20 l/defl >999 >510 n/a >912 L/d 360 240 n/a 240 PLATES MT20 Weight: 317 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 *Except* 15-19: 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 22-23,12-24: 2x8 SP 2400F 2.0E 8-17,9-16,10-14,3-18,1-21,2-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 1 Row at midpt 1-21 REACTIONS. (size)22=0-7-0, 13=0-8-0 Max Horz 22=-449(LC 10) Max Uplift 22=-651(LC 12), 13=-737(LC 12) Max Grav 22=2134(LC 19), 13=2417(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-2056/957, 1-2=-3048/1233, 2-3=-5014/1700, 3-4=-6160/1552, 4-5=-5973/1504, 5-6=-5973/1504, 6-8=-6160/1552, 8-9=-4580/1472, 9-10=-2692/995, 10-11=-271/186 BOT CHORD 21-22=-536/528, 20-21=-1494/3136, 18-20=-1970/5142, 17-18=-1771/6251, 16-17=-1491/4520, 14-16=-927/2590 WEBS 18-25=-426/352, 4-25=-383/345, 17-26=-488/371, 6-26=-446/364, 8-17=-344/2142, 8-16=-1602/513, 9-16=-710/2450, 9-14=-1838/789, 10-14=-1182/3236, 10-13=-2256/1060, 3-18=0/1448, 1-21=-1359/3454, 3-20=-1210/372, 2-21=-1756/832, 2-20=-682/2438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 400.0lb AC unit load placed on the bottom chord, 22-6-0 from left end, supported at two points, 2-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (5.0 psf) on member(s). 25-27, 26-27 8) Bottom chord live load (40.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 17-18 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=651, 13=737. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A6 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20906525 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:31 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RLY1uuLlrkIXwIk8qwC5o8S3TwLkvuf3d7c2qQyrai6 Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 3x12 MT20HS 2x4 6x8 5x8 5x6 5x6 3x6 3x6 3x6 3x4 3x4 6x8 3x4 3x8 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-5-75-5-04-5-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [6:0-2-12,0-3-0], [10:0-2-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.77 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.80 0.18 0.54 (loc) 14 14-16 10 14 l/defl >999 >621 n/a >918 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 273 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-8-1 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-463(LC 8) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1796/1193, 1-2=-2708/1691, 2-3=-4224/2462, 3-4=-4722/2683, 4-5=-4181/2437, 5-6=-2613/1612, 6-7=-275/203, 7-8=-275/203 BOT CHORD 17-18=-560/547, 16-17=-1994/2758, 14-16=-2733/4224, 13-14=-2927/4722, 11-13=-2534/4181, 10-11=-1564/2613 WEBS 7-10=-427/433, 6-10=-3046/1829, 1-17=-1862/3075, 6-11=-504/1078, 2-17=-1419/1025, 5-11=-1829/1132, 2-16=-1026/1722, 5-13=-170/529, 3-16=-766/604, 4-13=-632/459, 3-14=-402/581, 4-14=-162/278 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A7 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906526 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:34 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-swE9XwOe8fg6nlTjV3loPm3cO7NC6FJVK5riRlyrai3 Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 3x12 MT20HS 2x4 6x8 5x8 5x6 5x6 3x6 3x6 3x8 3x4 3x4 6x8 3x4 3x12 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-4-75-5-04-4-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [6:0-2-12,0-3-0], [10:0-2-8,0-3-0], [16:0-3-8,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.89 0.78 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.35 -0.81 0.19 0.55 (loc) 14 13-14 10 14 l/defl >999 >619 n/a >916 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 271 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-10 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-472(LC 8) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1795/1194, 1-2=-2764/1728, 2-3=-4310/2511, 3-4=-4819/2736, 4-5=-4266/2486, 5-6=-2667/1646, 6-7=-286/210, 7-8=-286/210 BOT CHORD 17-18=-576/561, 16-17=-2038/2815, 14-16=-2789/4310, 13-14=-2987/4819, 11-13=-2583/4266, 10-11=-1592/2667 WEBS 7-10=-428/433, 6-10=-3091/1858, 1-17=-1894/3121, 6-11=-505/1078, 2-17=-1419/1027, 5-11=-1857/1151, 2-16=-1041/1746, 5-13=-171/529, 3-16=-765/604, 4-13=-642/468, 3-14=-410/591, 4-14=-162/279 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A8 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906527 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-oIMwxcPugHwq03d6dTnGUB9xcx3Ra9konPKpWeyrai1 Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 4x10 MT20HS 2x4 6x8 5x8 5x6 5x8 3x6 3x6 3x8 3x4 3x4 6x8 3x4 4x10 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-3-75-5-04-3-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [6:0-2-12,0-3-0], [10:0-2-12,0-3-0], [16:0-3-8,0-1-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.80 0.93 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.37 -0.84 0.19 0.57 (loc) 14 13-14 10 14 l/defl >999 >597 n/a >881 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-7-2 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-480(LC 8) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1795/1195, 1-2=-2821/1765, 2-3=-4400/2563, 3-4=-4919/2791, 4-5=-4354/2537, 5-6=-2722/1681, 6-7=-299/218, 7-8=-299/218 BOT CHORD 17-18=-593/574, 16-17=-2083/2873, 14-16=-2848/4400, 13-14=-3048/4919, 11-13=-2635/4354, 10-11=-1621/2722 WEBS 7-10=-428/433, 6-10=-3138/1888, 1-17=-1925/3170, 6-11=-506/1078, 2-17=-1419/1027, 5-11=-1886/1171, 2-16=-1059/1773, 5-13=-172/529, 3-16=-765/605, 4-13=-652/478, 3-14=-419/602, 4-14=-163/280 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A9 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906528 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:39 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Ct12adSmyCIPuXMhIcLz6qnRY84unWOETNYT6zyrai_ Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 4x10 MT20HS 2x4 6x8 5x8 5x6 5x8 3x6 3x6 3x8 3x4 3x4 6x8 3x4 4x10 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-2-75-5-04-2-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [6:0-2-12,0-3-0], [10:0-2-12,0-3-0], [16:0-3-8,0-1-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.81 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.38 -0.87 0.19 0.59 (loc) 14 13-14 10 14 l/defl >999 >575 n/a >847 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 269 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-11 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-488(LC 8) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1795/1196, 1-2=-2881/1804, 2-3=-4493/2617, 3-4=-5023/2848, 4-5=-4447/2591, 5-6=-2779/1718, 6-7=-312/226, 7-8=-312/226 BOT CHORD 17-18=-610/589, 16-17=-2130/2934, 14-16=-2909/4493, 13-14=-3112/5023, 11-13=-2688/4447, 10-11=-1651/2779 WEBS 7-10=-429/433, 6-10=-3188/1920, 1-17=-1958/3220, 6-11=-507/1077, 2-17=-1419/1028, 5-11=-1916/1192, 2-16=-1078/1801, 5-13=-173/529, 3-16=-765/606, 4-13=-663/487, 3-14=-427/612, 4-14=-164/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A10 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906529 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:36:54 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-nhBMXkAvhx4InOqVe2yLMhwVjpF2h1HnKYcQwYyrajd Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 4x10 MT20HS 2x4 6x8 5x8 5x6 5x8 3x8 3x8 3x8 3x4 3x4 6x8 3x4 4x10 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-1-75-5-04-1-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [5:0-3-8,0-1-8], [6:0-2-12,0-3-0], [10:0-2-12,0-3-0], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.83 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.40 -0.90 0.20 0.61 (loc) 14 13-14 10 14 l/defl >999 >553 n/a >814 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 268 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-6-3 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-496(LC 10) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1795/1197, 1-2=-2943/1844, 2-3=-4590/2673, 3-4=-5132/2908, 4-5=-4543/2647, 5-6=-2840/1757, 6-7=-326/234, 7-8=-326/234 BOT CHORD 17-18=-627/603, 16-17=-2178/2997, 14-16=-2973/4590, 13-14=-3178/5132, 11-13=-2743/4543, 10-11=-1682/2840 WEBS 7-10=-430/433, 6-10=-3239/1953, 1-17=-1992/3273, 6-11=-508/1077, 2-17=-1419/1029, 5-11=-1948/1214, 2-16=-1098/1831, 5-13=-174/528, 3-16=-765/607, 4-13=-673/497, 3-14=-436/623, 4-14=-164/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A11 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906530 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:36:56 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-j3J6yPC9DYK01i_umT?pR60qtdvE9wg4nr5W_Ryrajb Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 4x10 MT20HS 2x4 6x8 5x8 5x6 5x8 3x8 3x8 3x8 3x4 3x4 6x8 3x4 4x10 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 4-0-75-5-04-0-7Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [5:0-3-8,0-1-8], [6:0-2-12,0-3-0], [10:0-2-12,0-3-0], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.97 0.85 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.41 -0.94 0.20 0.64 (loc) 14 13-14 10 14 l/defl >999 >532 n/a >781 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 267 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-5-11 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=504(LC 11) Max Uplift 18=-873(LC 12), 10=-990(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1794/1198, 1-2=-3008/1886, 2-3=-4692/2732, 3-4=-5246/2970, 4-5=-4644/2705, 5-6=-2902/1797, 6-7=-340/242, 7-8=-340/242 BOT CHORD 17-18=-644/618, 16-17=-2228/3063, 14-16=-3039/4692, 13-14=-3247/5246, 11-13=-2801/4644, 10-11=-1714/2902 WEBS 7-10=-430/433, 6-10=-3293/1987, 1-17=-2027/3328, 6-11=-508/1077, 2-17=-1419/1030, 5-11=-1981/1236, 2-16=-1118/1862, 5-13=-175/528, 3-16=-765/608, 4-13=-685/507, 3-14=-445/635, 4-14=-165/283 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=873, 10=990. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A12 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906531 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:36:59 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8e?FaRE2WTibu9iTRcYW3keLxqxoMHLWTpKBbmyrajY Scale = 1:78.6 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 19 20 21 22 23 24 25 3x6 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 3x4 4x10 MT20HS 2x4 6x8 5x8 5x6 5x8 3x8 3x8 3x8 3x4 3x4 6x8 3x4 4x10 MT20HS 7-4-7 7-4-7 14-3-5 6-10-15 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 42-3-0 0-4-0 44-10-0 2-7-0 2-0-0 2-0-0 4-0-0 2-0-0 6-0-0 2-0-0 7-4-7 1-4-7 8-3-0 0-10-9 14-3-5 6-0-5 21-2-4 6-10-15 28-1-3 6-10-15 35-0-1 6-10-15 41-11-0 6-10-15 44-10-0 2-11-0 3-11-156-7-05-5-03-11-15Plate Offsets (X,Y)-- [2:0-3-0,0-3-4], [4:0-3-12,0-3-0], [5:0-3-8,0-1-8], [6:0-2-12,0-3-0], [10:0-2-12,0-3-0], [11:0-3-8,0-1-8], [16:0-3-8,0-1-8], [17:0-3-8,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 15.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.86 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.42 -0.96 0.21 0.66 (loc) 14 13-14 10 14 l/defl >999 >521 n/a >752 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 270 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 2-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 18-19,9-20: 2x8 SP 2400F 2.0E 6-10,1-17,5-11,2-16,4-13,3-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-4-14 oc bracing. WEBS 1 Row at midpt 6-10, 1-17, 5-11, 2-16 REACTIONS. (size)18=0-7-0, 10=0-8-0 Max Horz 18=-626(LC 8) Max Uplift 18=-862(LC 12), 10=-1001(LC 12) Max Grav 18=1865(LC 1), 10=2115(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=-1794/1219, 1-2=-3042/2062, 2-3=-4745/2886, 3-4=-5305/3065, 4-5=-4696/2660, 5-6=-2935/1780, 6-7=-346/245, 7-8=-346/245 BOT CHORD 17-18=-837/847, 16-17=-2406/3185, 14-16=-3195/4745, 13-14=-3374/5305, 11-13=-2892/4696, 10-11=-1761/2935 WEBS 7-10=-431/433, 6-10=-3322/2040, 1-17=-2087/3357, 6-11=-525/1077, 2-17=-1419/1048, 5-11=-1998/1283, 2-16=-1170/1878, 5-13=-192/528, 3-16=-765/628, 4-13=-712/547, 3-14=-492/658, 4-14=-173/303 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=862, 10=1001. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A13 Truss Type Flat Qty 1 Ply 1 Job Reference (optional) T20906532 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:01 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-416??7GI15yJ7TsrY1a_89jjOeeBqB5px7pHgeyrajW Scale = 1:76.0 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 24 25 26 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x6 3x4 6x8 2x4 3x8 5x6 5x6 3x4 3x4 3x4 3x4 5x6 5x8 6x8 5x8 3x6 4x6 7-7-0 7-7-0 7-11-0 0-4-0 14-8-10 6-9-10 21-6-3 6-9-10 28-3-13 6-9-10 35-1-6 6-9-10 41-11-0 6-9-10 42-3-0 0-4-0 44-10-0 2-7-0 7-11-0 7-11-0 14-8-10 6-9-10 21-6-3 6-9-10 28-3-13 6-9-10 35-1-6 6-9-10 41-11-0 6-9-10 44-10-0 2-11-0 3-10-156-7-05-5-03-10-15Plate Offsets (X,Y)-- [4:0-3-8,0-1-8], [5:0-3-0,0-3-0], [9:0-3-8,0-2-8], [12:0-3-8,0-3-0], [13:0-2-8,0-3-0], [17:0-3-0,0-3-0], [18:0-2-0,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.80 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.51 0.11 0.32 (loc) 14-16 14-16 12 14-16 l/defl >999 >797 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 268 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* 19-20,11-21: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-1 oc bracing. WEBS 1 Row at midpt 1-18, 4-18, 5-17, 9-13 REACTIONS. (size)18=0-8-0, 12=0-8-0 Max Horz 18=-634(LC 8) Max Uplift 18=-1424(LC 12), 12=-846(LC 9) Max Grav 18=2283(LC 1), 12=1698(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1445/757, 2-4=-1445/757, 4-5=-2117/880, 5-6=-3095/1551, 6-8=-3197/1632, 8-9=-2177/1198, 9-10=-366/251 BOT CHORD 17-18=-1186/2209, 16-17=-1869/3205, 14-16=-1881/3197, 13-14=-1247/2177 WEBS 1-18=-712/1129, 2-18=-553/514, 4-18=-2676/1733, 4-17=-437/815, 5-17=-1427/1156, 5-16=-139/327, 6-16=-243/408, 6-14=-433/407, 8-14=-717/1214, 8-13=-1026/768, 9-13=-1469/2466, 9-12=-1576/1112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 44-6-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=1424, 12=846. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A14 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906533 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:04 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Uco8e9IBK0Kt_wbQE98hmoLCqreO1YOFd51yGzyrajT Scale = 1:80.0 1 2 3 4 5 6 7 8 9 12 14 16 17 19 10 11 13 15 18 20 29 28 27 26 25 24 23 22 21 30 31 32 33 34 35 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 3x4 5x6 6x8 5x6 3x6 5x6 3x6 3x8 4x6 5x8 3x8 MT20HS 3x8 4x6 6x8 3x6 7x10 5x8 5x8 7-7-0 7-7-0 7-11-0 0-4-0 15-8-0 7-9-0 23-5-0 7-9-0 31-2-0 7-9-0 38-11-0 7-9-0 41-11-0 3-0-0 42-3-0 0-4-0 47-2-0 4-11-0 7-11-0 7-11-0 15-8-0 7-9-0 23-5-0 7-9-0 31-2-0 7-9-0 36-3-0 5-1-0 38-11-0 2-8-0 39-2-0 0-3-0 41-2-0 2-0-0 41-11-0 0-9-0 42-9-12 0-10-12 43-2-0 0-4-4 45-2-0 2-0-0 47-2-0 2-0-0 3-10-06-7-03-10-06-7-0Plate Offsets (X,Y)-- [9:0-5-0,0-1-12], [10:Edge,0-2-4], [22:0-3-8,0-3-0], [25:0-3-8,0-1-8], [26:0-3-0,0-3-0], [27:0-3-0,0-3-0], [28:0-1-12,0-3-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.91 0.90 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.54 0.12 0.34 (loc) 25-26 25-26 22 26 l/defl >999 >762 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 326 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 29-30,20-21: 2x8 SP 2400F 2.0E, 8-10: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-2-8 oc bracing. WEBS 1 Row at midpt 1-28, 5-27, 9-25 2 Rows at 1/3 pts 4-28 JOINTS 1 Brace at Jt(s): 14, 17, 9 REACTIONS. (size)28=0-8-0, 22=0-8-0 Max Horz 28=679(LC 11) Max Uplift 28=-1418(LC 12), 22=-1034(LC 9) Max Grav 28=2260(LC 1), 22=1931(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1480/847, 2-4=-1480/847, 4-5=-2352/1019, 5-7=-3237/1641, 7-8=-2835/1514, 8-9=-2835/1514, 9-12=-1298/823, 12-14=-1298/823, 14-16=-377/319, 16-17=-377/319, 17-19=-359/302 BOT CHORD 27-28=-1211/2409, 26-27=-1807/3294, 25-26=-1490/2835, 23-25=-447/1052, 22-23=-140/309 WEBS 1-28=-706/1144, 2-28=-582/538, 4-28=-2901/1871, 4-27=-325/715, 5-27=-1324/1084, 7-26=-348/557, 7-25=-673/574, 9-25=-1166/1970, 9-23=-1228/834, 14-23=-952/1757, 14-22=-1661/1004, 19-22=-336/474, 9-10=-267/247 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 28=1418, 22=1034. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A15 Truss Type FLAT Qty 1 Ply 1 Job Reference (optional) T20906534 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:06 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-Q_wu3qJRsdabDElpLaA9rDQX5fQAVRxY4PW2LsyrajR Scale = 1:80.0 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 3x8 3x4 7x10 7x10 2x4 3x8 3x6 7x10 3x6 5x8 6x8 6x8 5x8 3x8 MT20HS 4x6 7-7-0 7-7-0 7-11-0 0-4-0 15-8-0 7-9-0 23-5-0 7-9-0 31-2-0 7-9-0 38-11-0 7-9-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 15-8-0 7-9-0 23-5-0 7-9-0 31-2-0 7-9-0 38-11-0 7-9-0 47-2-0 8-3-0 3-9-06-7-03-9-0Plate Offsets (X,Y)-- [4:0-3-8,0-1-8], [8:0-3-12,Edge], [11:0-3-8,0-4-4], [13:0-3-8,0-2-8], [14:0-5-0,0-4-8], [15:0-5-0,0-4-8], [16:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.49 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.33 0.04 0.23 (loc) 14 14-15 11 14 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 310 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 17-18,10-19: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 4-16, 5-15, 7-14, 8-13, 9-11 REACTIONS. (size)16=0-8-0, 11=0-8-0 Max Horz 16=723(LC 9) Max Uplift 16=-1343(LC 12), 11=-1287(LC 9) Max Grav 16=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1525/779, 2-4=-1525/779, 4-5=-2002/882, 5-7=-2516/1364, 7-8=-1987/1059, 8-9=-1628/848 BOT CHORD 15-16=-1031/2181, 14-15=-1195/2670, 13-14=-693/1720, 11-13=-608/1106 WEBS 1-16=-705/1146, 2-16=-581/538, 4-16=-2521/1617, 4-15=-193/556, 5-15=-1039/844, 5-14=-270/409, 7-14=-902/1070, 7-13=-881/802, 8-13=-1613/2486, 8-11=-1605/1203, 9-11=-794/1265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1343, 11=1287. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A16 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906535 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:09 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rZb1hsMJ9YzA4hTO0iksTr232sKMipv_nNliyByrajO Scale = 1:81.4 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x4 4x6 4x6 3x4 7x10 3x4 3x4 7x10 5x12 2x4 3x8 4x6 5x8 5x6 2x4 4x12 7x10 6x8 3x8 3x8 7-7-0 7-7-0 7-11-0 0-4-0 13-5-11 5-6-11 19-0-5 5-6-11 24-7-0 5-6-11 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 13-5-11 5-6-11 19-0-5 5-6-11 24-7-0 5-6-11 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 47-2-0 8-3-0 3-8-06-7-03-8-00-8-0Plate Offsets (X,Y)-- [4:0-3-8,0-1-8], [10:0-4-0,0-3-0], [13:0-4-0,0-4-4], [15:0-4-12,0-3-8], [17:0-4-12,0-3-8], [18:Edge,0-3-8], [22:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.91 0.95 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.39 0.09 0.26 (loc) 17 16-17 13 17 l/defl >999 >943 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 329 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-18,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 23-24,12-25: 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 6-0-0 oc bracing. WEBS 1 Row at midpt 4-22, 5-21, 8-15, 11-13 REACTIONS. (size)22=0-8-0, 13=0-8-0 Max Horz 22=-732(LC 8) Max Uplift 22=-1343(LC 12), 13=-1288(LC 9) Max Grav 22=2073(LC 1), 13=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1574/828, 2-4=-1574/828, 4-5=-1584/599, 5-6=-3012/1585, 6-8=-3075/1612, 8-9=-1413/397, 9-10=-1460/353, 10-11=-1639/888 BOT CHORD 21-22=-811/1767, 19-21=-1212/2575, 18-19=-279/633, 6-17=-388/342, 16-17=-952/2300, 15-16=-952/2300 WEBS 1-22=-761/1175, 2-22=-519/488, 4-22=-2091/1284, 4-21=-366/763, 5-21=-1351/1004, 17-19=-941/1957, 5-17=-434/915, 8-17=-873/1022, 8-16=0/283, 8-15=-2388/1653, 13-15=-598/958, 10-15=-446/1118, 10-13=-1400/757, 11-13=-836/1241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1343, 13=1288. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A17 Truss Type ROOF SPECIAL Qty 1 Ply 1 Job Reference (optional) T20906536 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-F8H9JuOCSTLly9CziqHZ5UgaD4MNv9TQTLzNZVyrajL Scale = 1:84.1 1 2 3 4 5 6 7 8 9 10 11 23 22 21 20 19 18 17 16 15 14 13 12 24 25 26 27 28 29 30 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x8 3x4 4x6 4x6 3x4 7x10 3x4 3x4 7x10 4x10 MT20HS 2x4 3x8 4x6 5x8 5x6 2x4 4x12 7x10 6x8 3x8 3x8 7-7-0 7-7-0 7-11-0 0-4-0 13-5-11 5-6-11 19-0-5 5-6-11 24-7-0 5-6-11 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 13-5-11 5-6-11 19-0-5 5-6-11 24-7-0 5-6-11 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 47-2-0 8-3-0 3-7-06-7-03-7-00-8-0Plate Offsets (X,Y)-- [4:0-3-8,0-1-8], [10:0-4-0,0-3-0], [13:0-4-0,0-4-4], [15:0-4-12,0-3-8], [17:0-4-12,0-3-8], [18:Edge,0-3-8], [22:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.95 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.42 0.10 0.28 (loc) 17 16-17 13 17 l/defl >999 >895 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 328 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-18,9-14: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 23-24,12-25: 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 2-2-0 oc bracing. WEBS 1 Row at midpt 4-22, 5-21, 8-15, 11-13 REACTIONS. (size)22=0-8-0, 13=0-8-0 Max Horz 22=-740(LC 10) Max Uplift 22=-1343(LC 12), 13=-1289(LC 9) Max Grav 22=2073(LC 1), 13=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1621/851, 2-4=-1621/851, 4-5=-1627/616, 5-6=-3104/1636, 6-8=-3173/1664, 8-9=-1463/413, 9-10=-1512/366, 10-11=-1687/913 BOT CHORD 21-22=-828/1813, 19-21=-1237/2640, 18-19=-288/658, 6-17=-387/341, 16-17=-994/2370, 15-16=-994/2370 WEBS 1-22=-775/1198, 2-22=-520/488, 4-22=-2129/1309, 4-21=-366/763, 5-21=-1379/1026, 17-19=-957/1997, 5-17=-451/950, 8-17=-901/1051, 8-16=0/282, 8-15=-2451/1698, 13-15=-613/989, 10-15=-451/1125, 10-13=-1396/758, 11-13=-854/1266 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1343, 13=1289. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A18 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906537 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:15 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-gjzIxvQ4kOjKpcxYNzqGi6I5HHMr6Yut9JC19qyrajI Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 23 24 25 26 27 28 29 3x4 ST1.5x8 STP ST1.5x8 STP 5x8 5x6 5x6 5x8 3x4 3x8 3x4 7x10 3x4 3x4 6x8 5x8 5x8 2x4 5x8 3x6 5x8 3x8 7x10 6x8 5x8 7-7-0 7-7-0 7-11-0 0-4-0 13-8-2 5-9-2 19-7-0 5-10-14 24-7-0 5-0-0 27-7-0 3-0-0 36-7-0 9-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 13-8-2 5-9-2 19-7-0 5-10-14 23-7-0 4-0-0 24-7-0 1-0-0 27-7-0 3-0-0 32-1-0 4-6-0 36-7-0 4-6-0 38-11-0 2-4-0 47-2-0 8-3-0 3-6-03-10-06-7-03-6-00-8-01.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [9:0-4-0,0-3-0], [14:0-4-12,Edge], [16:0-4-12,Edge], [18:0-1-12,0-2-0] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.97 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.22 -0.53 0.12 0.28 (loc) 14-15 14-15 12 15-16 l/defl >999 >696 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 290 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-17,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 22-23,11-24: 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 2-2-0 oc bracing. WEBS 1 Row at midpt 1-21, 3-21, 7-14, 10-12 REACTIONS. (size)21=0-8-0, 12=0-8-0 Max Horz 21=-754(LC 8) Max Uplift 21=-1343(LC 12), 12=-1288(LC 9) Max Grav 21=2073(LC 1), 12=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1670/880, 2-3=-1670/880, 3-4=-2467/1244, 4-5=-2809/1469, 5-6=-2855/1489, 6-7=-3028/1554, 7-8=-1557/381, 8-9=-1577/352, 9-10=-1732/939 BOT CHORD 20-21=-887/1897, 18-20=-887/1897, 17-18=-126/355, 15-16=-1179/3012, 14-15=-842/1905 WEBS 1-21=-809/1249, 2-21=-516/483, 3-21=-2233/1406, 3-18=-971/1306, 4-18=-827/495, 16-18=-1147/2365, 6-16=-399/170, 6-15=-484/515, 7-15=-871/1345, 7-14=-2021/1536, 12-14=-649/1133, 9-14=-419/1118, 9-12=-1425/757, 10-12=-881/1311, 4-16=-264/515 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=1343, 12=1288. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A19 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906538 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:18 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4IeRaxTz1J5ug4f625OzKlwbOVQzJsOJrGQhm9yrajF Scale = 1:89.1 1 2 3 4 5 6 7 8 9 22 21 20 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 28 29 30 3x4 ST1.5x8 STP ST1.5x8 STP 4x10 MT20HS 5x6 5x6 5x8 5x8 3x4 4x6 4x6 7x10 5x6 3x4 7x10 5x8 5x8 2x4 6x8 5x6 7x10 5x12 6x8 7-7-0 7-7-0 7-11-0 0-4-0 13-3-0 5-4-0 18-7-0 5-4-0 24-7-0 6-0-0 28-7-0 4-0-0 36-7-0 8-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 13-3-0 5-4-0 18-7-0 5-4-0 23-7-0 5-0-0 24-7-0 1-0-0 28-7-0 4-0-0 36-7-0 8-0-0 38-11-0 2-4-0 47-2-0 8-3-0 3-5-03-10-06-7-03-5-00-8-01.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [8:0-4-0,0-3-0], [11:0-4-0,0-4-0], [13:0-7-0,0-4-0], [15:0-4-12,0-3-8], [17:0-3-0,0-0-8], [21:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.96 0.88 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.20 -0.45 0.07 0.31 (loc) 16 16 11 16 l/defl >999 >820 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 327 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 5-17,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 22-23,10-24: 2x8 SP 2400F 2.0E, 7-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 12-13 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 3-21, 7-14, 9-11 REACTIONS. (size)21=0-8-0, 11=0-8-0 Max Horz 21=-757(LC 8) Max Uplift 21=-1338(LC 12), 11=-1286(LC 9) Max Grav 21=2082(LC 1), 11=2128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1722/904, 2-3=-1722/904, 3-4=-2520/1202, 4-5=-2929/1473, 5-6=-2976/1488, 6-7=-3109/1554, 7-8=-1714/452, 8-9=-1789/964 BOT CHORD 20-21=-829/1881, 18-20=-829/1881, 17-18=-278/696, 14-15=-1207/3023, 13-14=-178/1118, 7-13=-1091/842 WEBS 1-21=-816/1250, 2-21=-511/481, 3-21=-2190/1318, 3-18=-1012/1390, 4-18=-842/524, 15-18=-976/2070, 6-15=-478/216, 6-14=-682/657, 7-14=-2081/2829, 11-13=-711/1245, 8-13=-519/1260, 8-11=-1312/713, 9-11=-890/1318, 4-15=-366/633 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=1338, 11=1286. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A20 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906539 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:25 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-NeZ42KYMOS_v?9iTy30c6DjnNJpuR1DLSsdZWFyraj8 Scale = 1:86.0 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 24 25 26 27 28 29 3x4 ST1.5x8 STP ST1.5x8 STP 5x12 5x6 5x6 5x6 5x8 3x4 4x6 4x6 7x10 5x6 3x4 7x10 5x8 3x8 6x8 5x6 7x10 5x8 6x8 7-7-0 7-7-0 7-11-0 0-4-0 17-7-0 9-8-0 24-7-0 7-0-0 29-7-0 5-0-0 36-7-0 7-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 12-8-2 4-9-2 17-7-0 4-10-14 23-7-0 6-0-0 24-7-0 1-0-0 29-7-0 5-0-0 36-7-0 7-0-0 38-11-0 2-4-0 47-2-0 8-3-0 3-4-03-10-06-7-03-4-00-8-01.00 12 Plate Offsets (X,Y)-- [2:0-4-0,0-3-0], [8:0-4-0,0-3-0], [11:0-4-0,0-4-0], [13:0-6-12,0-4-0], [15:0-4-12,0-3-8], [17:0-3-0,0-0-8], [20:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.86 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.21 -0.47 0.08 0.32 (loc) 16 16 11 16 l/defl >999 >794 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-17,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-22,10-23: 2x8 SP 2400F 2.0E, 7-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 12-13 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 3-20, 7-14, 9-11 REACTIONS. (size)20=0-8-0, 11=0-8-0 Max Horz 20=765(LC 9) Max Uplift 20=-1338(LC 12), 11=-1286(LC 9) Max Grav 20=2082(LC 1), 11=2128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1813/918, 2-3=-1813/918, 3-4=-2515/1123, 4-5=-2944/1487, 5-6=-3000/1504, 6-7=-3047/1525, 7-8=-1833/434, 8-9=-1851/998 BOT CHORD 18-20=-847/1712, 17-18=-331/706, 5-15=0/252, 14-15=-1179/2874, 13-14=-164/1229, 7-13=-1052/804 WEBS 1-20=-818/1327, 2-20=-502/477, 3-20=-2012/1363, 3-18=-921/1539, 4-18=-856/587, 15-18=-869/2053, 6-15=-653/341, 6-14=-740/687, 7-14=-2045/2751, 11-13=-749/1279, 8-13=-483/1208, 8-11=-1296/714, 9-11=-918/1355, 4-15=-546/732 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1338, 11=1286. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A21 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906540 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:27 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-J1hqT0acw4EdFTrr4U24Ceo8h7WBvxiewA6fb8yraj6 Scale = 1:86.0 1 2 3 4 5 6 7 8 9 21 20 19 18 17 16 15 14 13 12 11 10 22 23 24 25 26 27 3x4 ST1.5x8 STP ST1.5x8 STP 5x12 5x6 6x12 MT20HS 5x12 3x4 4x6 4x6 7x10 5x6 3x4 6x8 2x4 3x6 5x8 5x6 5x8 7x10 3x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 16-7-0 8-8-0 24-7-0 8-0-0 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 12-2-2 4-3-2 16-7-0 4-4-14 23-7-0 7-0-0 24-7-0 1-0-0 30-7-0 6-0-0 36-7-0 6-0-0 38-11-0 2-4-0 47-2-0 8-3-0 3-3-03-10-06-7-03-3-00-8-01.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-4-0], [13:0-7-12,0-4-0], [15:0-4-12,0-3-8], [17:0-3-0,0-0-8], [20:0-1-12,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.93 0.81 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.42 0.07 0.28 (loc) 16 14-15 11 16 l/defl >999 >891 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 325 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x4 SP M 31 BOT CHORD 2x6 SP No.2 *Except* 5-17,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 21-22,10-23: 2x8 SP 2400F 2.0E, 7-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 12-13 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 1-20, 7-14, 9-11 REACTIONS. (size)20=0-8-0, 11=0-8-0 Max Horz 20=-773(LC 8) Max Uplift 20=-1338(LC 12), 11=-1288(LC 9) Max Grav 20=2082(LC 1), 11=2128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1863/954, 2-3=-1863/954, 3-4=-2441/1061, 4-5=-2968/1505, 5-6=-3031/1524, 6-7=-3001/1504, 7-8=-1938/433, 8-9=-1899/1018 BOT CHORD 20-21=-251/245, 18-20=-854/1618, 17-18=-333/725, 5-15=-13/322, 14-15=-1130/2693, 13-14=-149/1346, 12-13=-104/251, 7-13=-1051/801, 10-11=-243/253 WEBS 1-20=-847/1347, 2-20=-502/479, 3-20=-1916/1268, 3-18=-960/1576, 4-18=-896/630, 6-15=-868/535, 6-14=-792/720, 7-14=-2027/2695, 11-13=-825/1319, 8-13=-488/1218, 8-11=-1268/711, 9-11=-924/1372, 15-18=-843/1963, 4-15=-699/904 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=1338, 11=1288. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A22 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906541 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:29 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-FPpbtibsRhUKUm?EBv5YH3tXzwDBNt7xNUbmf0yraj4 Scale = 1:89.1 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 3x4 ST1.5x8 STP ST1.5x8 STP 4x10 MT20HS 5x6 5x6 5x8 5x12 3x4 4x6 4x6 7x10 3x4 3x4 6x8 5x6 5x6 3x6 6x8 4x6 7x10 3x6 6x8 3x6 7-7-0 7-7-0 7-11-0 0-4-0 15-7-0 7-8-0 24-7-0 9-0-0 31-7-0 7-0-0 36-7-0 5-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-4 7-11-4 15-7-0 7-7-12 19-1-0 3-6-0 23-7-0 4-6-0 24-7-0 1-0-0 27-7-8 3-0-9 31-7-0 3-11-8 36-7-0 5-0-0 38-11-0 2-4-0 41-8-12 2-9-12 47-2-0 5-5-4 3-2-03-10-06-7-03-2-00-8-01.00 12 Plate Offsets (X,Y)-- [7:0-6-0,0-2-8], [12:0-4-0,0-4-4], [14:0-4-12,0-3-8], [16:0-4-12,0-3-8], [18:0-3-0,0-0-8], [22:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.75 0.64 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.19 -0.45 0.08 0.30 (loc) 17 15-16 12 17 l/defl >999 >818 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 325 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 3-5,5-7: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-18,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 23-24,11-25: 2x8 SP 2400F 2.0E, 1-22,2-20: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 2-20, 7-14, 10-12 REACTIONS. (size)22=0-8-0, 12=0-8-0 Max Horz 22=782(LC 11) Max Uplift 22=-1340(LC 12), 12=-1293(LC 9) Max Grav 22=2084(LC 1), 12=2127(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1874/948, 2-3=-2300/951, 3-4=-2564/1262, 4-5=-2944/1478, 5-6=-2994/1491, 6-7=-2849/1413, 7-8=-1778/497, 8-9=-1832/439, 9-10=-1959/1050 BOT CHORD 22-23=-276/244, 20-22=-1301/2406, 19-20=-1105/2539, 18-19=-274/562, 5-16=-38/273, 15-16=-1240/3053, 14-15=-1024/2466, 13-14=-110/263, 12-13=-123/313, 11-12=-256/262 WEBS 1-22=-796/1311, 2-22=-1590/1182, 2-20=-1739/2794, 3-20=-912/778, 4-19=-602/410, 16-19=-997/2211, 7-15=-399/526, 7-14=-2511/1654, 12-14=-770/1177, 9-14=-510/1224, 9-12=-1360/754, 10-12=-944/1403, 6-16=-301/259, 4-16=-288/624, 6-15=-780/989, 3-19=-727/675 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1340, 12=1293. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A23 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906542 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:33 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-8B25j3eNVw_mzOJ?Ql9URv2AuYbkJe2WI6Z_ooyraj0 Scale = 1:86.0 1 2 3 4 5 6 7 8 9 10 23 22 21 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 30 31 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 6x8 5x6 5x8 5x12 3x4 4x6 4x6 7x10 3x4 3x4 7x10 2x4 2x4 6x8 3x6 4x6 7x10 3x6 6x8 3x6 7-7-0 7-7-0 7-11-0 0-4-0 14-7-0 6-8-0 19-1-0 4-6-0 24-7-0 5-6-0 32-7-0 8-0-0 36-7-0 4-0-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 14-7-0 6-8-0 19-1-0 4-6-0 23-7-0 4-6-0 24-7-0 1-0-0 27-7-8 3-0-9 32-7-0 4-11-8 36-7-0 4-0-0 38-11-0 2-4-0 42-10-12 3-11-12 47-2-0 4-3-4 3-1-03-10-06-7-03-1-00-8-01.00 12 Plate Offsets (X,Y)-- [3:0-6-4,0-3-0], [7:0-5-12,0-2-8], [12:0-4-0,0-4-4], [14:0-4-12,0-3-8], [16:0-4-12,0-3-8], [18:0-3-0,0-0-8], [22:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.67 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.18 -0.44 0.10 0.28 (loc) 17 15-16 12 17 l/defl >999 >840 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 324 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 5-18,8-13: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 23-24,11-25: 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 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 3-22, 10-12 REACTIONS. (size)22=0-8-0, 12=0-8-0 Max Horz 22=790(LC 11) Max Uplift 22=-1338(LC 12), 12=-1288(LC 9) Max Grav 22=2082(LC 1), 12=2128(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1937/1007, 2-3=-1937/1007, 3-4=-2588/1277, 4-5=-2951/1484, 5-6=-3004/1496, 6-7=-2688/1316, 7-8=-1880/494, 8-9=-1926/441, 9-10=-2021/1092 BOT CHORD 22-23=-287/261, 20-22=-1029/2410, 19-20=-1037/2404, 18-19=-292/544, 5-16=-57/284, 15-16=-1263/3069, 14-15=-925/2306, 13-14=-112/271, 12-13=-115/357, 11-12=-272/274 WEBS 1-22=-843/1345, 2-22=-582/541, 3-22=-2688/1647, 3-19=-911/910, 4-19=-650/452, 16-19=-1002/2256, 7-15=-443/609, 7-14=-2328/1498, 12-14=-804/1188, 9-14=-497/1198, 9-12=-1351/760, 10-12=-964/1432, 4-16=-270/607, 6-16=-277/278, 6-15=-1078/1291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1338, 12=1288. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A24 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906543 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:36 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-YmkEL5hForMLqr1a6tjB3Ygg0ldXW23z_4neO6yraiz Scale = 1:84.4 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 19 20 21 22 23 24 25 26 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 5x8 5x6 5x12 3x4 4x6 7x10 2x4 4x6 3x6 5x8 3x6 4x6 6x8 2x4 7x10 4x6 7-7-0 7-7-0 7-11-0 0-4-0 13-7-0 5-8-0 23-7-0 10-0-0 33-7-0 10-0-0 38-11-0 5-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 13-7-0 5-8-0 18-7-0 5-0-0 23-7-0 5-0-0 28-7-0 5-0-0 33-7-0 5-0-0 38-11-0 5-4-0 47-2-0 8-3-0 3-0-03-10-06-7-03-0-01.00 12 Plate Offsets (X,Y)-- [3:0-6-0,0-2-8], [11:0-5-0,0-4-4], [17:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.60 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.32 0.06 0.20 (loc) 14 14-16 11 14-16 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 307 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-19,10-20: 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 6-4-2 oc bracing. WEBS 1 Row at midpt 1-17, 3-17, 7-11, 9-11 REACTIONS. (size)17=0-8-0, 11=0-8-0 Max Horz 17=-798(LC 10) Max Uplift 17=-1343(LC 12), 11=-1294(LC 9) Max Grav 17=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2008/1076, 2-3=-2008/1076, 3-4=-2014/747, 4-5=-2433/1311, 5-6=-2433/1311, 6-7=-1920/1002, 7-8=-2118/1132, 8-9=-2118/1132 BOT CHORD 17-18=-297/279, 16-17=-934/2232, 14-16=-1331/2719, 12-14=-1011/2312, 11-12=-607/1514, 10-11=-303/286 WEBS 1-17=-902/1385, 2-17=-546/511, 3-17=-2505/1497, 3-16=-437/696, 4-16=-1139/1197, 4-14=-298/322, 6-14=-378/370, 6-12=-1214/1274, 7-12=-479/738, 7-11=-2415/1448, 8-11=-552/517, 9-11=-993/1507 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1343, 11=1294. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A25 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906544 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:38 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-U8r_mniWKSd339ByDIlf8zl0VZMo_vHFROGlS?yraix Scale = 1:84.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 5x6 5x6 5x6 5x12 3x4 7x10 7x10 2x4 7x10 3x6 5x8 3x6 2x4 7x10 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 12-7-0 4-8-0 15-9-0 3-2-0 23-7-0 7-10-0 31-5-0 7-10-0 34-7-0 3-2-0 38-11-0 4-4-0 47-2-0 8-3-0 2-11-03-10-06-7-02-11-01.00 12 Plate Offsets (X,Y)-- [11:0-5-0,0-4-4], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8], [15:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.95 0.42 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.05 0.19 (loc) 13 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 307 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-14 oc bracing. WEBS 1 Row at midpt 1-15, 3-15, 6-13, 7-11, 9-11 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=-806(LC 10) Max Uplift 15=-1343(LC 12), 11=-1295(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2113/1127, 2-3=-2113/1127, 3-4=-2445/1095, 4-5=-2449/1350, 5-6=-2449/1350, 6-7=-2372/1277, 7-8=-2223/1184, 8-9=-2223/1184 BOT CHORD 15-16=-326/293, 14-15=-929/1930, 13-14=-1228/2651, 12-13=-890/1976, 11-12=-495/1192, 10-11=-336/299 WEBS 1-15=-934/1467, 2-15=-533/505, 3-15=-2193/1429, 3-14=-1007/1306, 4-14=-681/771, 4-13=-770/570, 5-13=-115/335, 6-13=-897/694, 6-12=-737/828, 7-12=-1080/1382, 7-11=-2094/1361, 8-11=-547/519, 9-11=-1025/1588 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1295. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A26 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906545 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:40 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-RXzlBSkms3tnISLLLjn7DNqMFM1vSpnYvilrXuyraiv Scale = 1:84.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 5x6 5x6 5x6 5x12 3x4 7x10 7x10 2x4 7x10 3x6 5x8 3x6 2x4 6x8 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 11-7-0 3-8-0 15-9-0 4-2-0 23-7-0 7-10-0 31-5-0 7-10-0 35-7-0 4-2-0 38-11-0 3-4-0 47-2-0 8-3-0 2-10-03-10-06-7-02-10-01.00 12 Plate Offsets (X,Y)-- [11:0-2-8,0-4-4], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8], [15:0-5-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.94 0.44 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.27 0.05 0.19 (loc) 13 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-6-10 oc bracing. WEBS 1 Row at midpt 1-15, 6-13, 9-11 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=-815(LC 10) Max Uplift 15=-1343(LC 12), 11=-1295(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2194/1183, 2-3=-2195/1183, 3-4=-2451/1101, 4-5=-2449/1355, 5-6=-2449/1355, 6-7=-2377/1283, 7-8=-2306/1240, 8-9=-2306/1240 BOT CHORD 15-16=-354/308, 14-15=-936/1743, 13-14=-1237/2657, 12-13=-890/1978, 11-12=-343/899, 10-11=-363/314 WEBS 1-15=-968/1514, 2-15=-517/495, 3-15=-1911/1246, 3-14=-1257/1628, 4-14=-690/779, 4-13=-771/569, 5-13=-115/334, 6-13=-897/693, 6-12=-743/833, 7-12=-1344/1717, 7-11=-1801/1167, 8-11=-539/517, 9-11=-1058/1636 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1295. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A27 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906546 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:41 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-vjX7PolOdN?ewcwXuQIMmbNW2mMGBG0i8LVP3Kyraiu Scale = 1:84.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 5x6 5x6 5x6 5x12 3x4 7x10 3x6 7x10 6x8 2x4 5x8 3x6 2x4 6x8 7-7-0 7-7-0 7-11-0 0-4-0 10-7-0 2-8-0 15-9-0 5-2-0 23-7-0 7-10-0 31-5-0 7-10-0 36-7-0 5-2-0 38-11-0 2-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 10-7-0 2-8-0 15-9-0 5-2-0 23-7-0 7-10-0 31-5-0 7-10-0 36-7-0 5-2-0 38-11-0 2-4-0 47-2-0 8-3-0 2-9-03-10-06-7-02-9-01.00 12 Plate Offsets (X,Y)-- [11:0-4-0,0-4-4], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8], [15:0-4-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 1.00 0.50 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.12 -0.28 0.04 0.19 (loc) 13 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 6-13, 9-11, 7-12 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=-823(LC 10) Max Uplift 15=-1343(LC 12), 11=-1295(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2268/1233, 2-3=-2268/1233, 3-4=-2458/1108, 4-5=-2449/1359, 5-6=-2449/1359, 6-7=-2383/1290, 7-8=-2381/1288, 8-9=-2381/1288 BOT CHORD 15-16=-385/324, 14-15=-938/2042, 13-14=-1248/2664, 12-13=-891/1979, 11-12=-167/1164, 10-11=-394/329 WEBS 4-14=-706/795, 1-15=-993/1548, 2-15=-510/498, 3-15=-1606/1036, 4-13=-771/570, 5-13=-111/330, 6-13=-897/694, 7-11=-1483/942, 8-11=-548/537, 9-11=-1080/1670, 6-12=-758/848, 3-14=-1557/2010, 7-12=-1658/2114 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1295. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A28 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906547 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:43 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-r6ftqUme8_FLAw4w0rLqr0SuQa1tfAW_bf_W8Cyrais Scale = 1:84.4 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 23 24 3x4 ST1.5x8 STP ST1.5x8 STP 4x12 5x8 5x6 5x6 5x12 3x4 7x10 3x6 7x10 6x8 2x4 5x8 3x6 3x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 9-7-0 1-8-0 15-9-0 6-2-0 23-7-0 7-10-0 31-5-0 7-10-0 37-7-0 6-2-0 38-11-0 1-4-0 39-3-0 0-4-0 47-2-0 7-11-0 7-11-0 7-11-0 9-7-0 1-8-0 15-9-0 6-2-0 23-7-0 7-10-0 31-5-0 7-10-0 37-7-0 6-2-0 38-11-0 1-4-0 42-2-12 3-3-12 47-2-0 4-11-4 2-8-03-10-06-7-02-8-01.00 12 Plate Offsets (X,Y)-- [7:0-1-12,0-2-8], [11:0-4-0,0-4-4], [12:0-4-8,0-4-8], [14:0-5-0,0-4-8], [15:0-4-0,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.55 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.13 -0.30 0.04 0.21 (loc) 13 13-14 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 306 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 1-15, 6-13, 7-12, 9-11, 3-14 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=831(LC 11) Max Uplift 15=-1343(LC 12), 11=-1296(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2341/1277, 2-3=-2341/1277, 3-4=-2468/1115, 4-5=-2450/1364, 5-6=-2450/1364, 6-7=-2391/1297, 7-8=-2454/1331, 8-9=-2454/1331 BOT CHORD 15-16=-413/338, 14-15=-1014/2417, 13-14=-1260/2671, 12-13=-893/1980, 11-12=-521/1547, 10-11=-420/341 WEBS 4-14=-726/814, 1-15=-1004/1576, 2-15=-536/537, 3-15=-1295/806, 4-13=-771/571, 5-13=-104/323, 6-13=-897/697, 6-12=-777/865, 8-11=-618/623, 7-12=-2021/2566, 7-11=-1156/682, 9-11=-1087/1698, 3-14=-1903/2446 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1296. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A29 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906548 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:46 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-FhK0SWoXRvdw1NoVhzuXTe4QWn1TsYDRHdCAkXyraip Scale = 1:83.7 1 2 3 4 5 6 78 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 5x8 ST1.5x8 STP ST1.5x8 STP 3x8 7x10 5x6 10x14 3x8 5x8 7x10 7x10 2x4 3x6 7x10 5x8 3x6 3x8 6x8 7-7-0 7-7-0 8-7-0 1-0-0 15-9-0 7-2-0 31-5-0 15-8-0 38-7-0 7-2-0 38-11-0 0-4-0 39-3-0 0-4-0 47-2-0 7-11-0 8-7-0 8-7-0 15-9-0 7-2-0 23-7-0 7-10-0 31-5-0 7-10-0 38-7-0 7-2-0 38-11-0 0-4-0 42-8-12 3-9-12 47-2-0 4-5-4 2-7-03-10-06-7-02-7-01.00 12 Plate Offsets (X,Y)-- [1:0-2-12,0-1-8], [2:0-3-8,0-4-4], [3:0-3-12,Edge], [7:0-6-8,Edge], [9:0-2-12,0-1-8], [11:0-4-0,0-4-8], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.82 0.69 0.94 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.15 -0.34 0.03 0.23 (loc) 13 12-13 11 13 l/defl >999 >999 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 319 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 3-5,5-7: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 17-18,10-19: 2x8 SP 2400F 2.0E, 3-14,7-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-8-2 oc bracing. WEBS 1 Row at midpt 2-17, 6-13, 3-14, 7-12, 8-10 REACTIONS. (size)16=0-8-0, 11=0-8-0 Max Horz 16=848(LC 11) Max Uplift 16=-1335(LC 12), 11=-1317(LC 9) Max Grav 16=2056(LC 1), 11=2134(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-942/989, 2-3=-2361/1120, 3-4=-2441/1118, 4-5=-2386/1336, 5-6=-2386/1336, 6-7=-2298/1246, 7-8=-2704/1466, 8-9=-902/1008, 9-10=-238/252 BOT CHORD 16-17=-864/1814, 15-16=-1462/2949, 14-15=-1486/2982, 13-14=-1248/2646, 12-13=-831/1876, 11-12=-1207/2215, 10-11=-1130/2067 WEBS 2-17=-1505/777, 3-15=-469/502, 4-14=-728/813, 5-13=-107/328, 4-13=-723/532, 6-13=-961/768, 7-11=-652/272, 6-12=-815/909, 3-14=-2424/3044, 7-12=-2546/3160, 2-16=-1400/1134, 8-11=-1363/1434, 8-10=-1804/1112 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1335, 11=1317. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A30 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906549 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:51 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-ce8vVDsfGSFD79hSUXUiAinDdolQXndARvwxQlyraik Scale = 1:89.1 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 22 23 24 25 3x4 ST1.5x8 STP ST1.5x8 STP 8x14 MT20HS 8x12 5x8 5x6 5x6 5x8 5x12 3x4 7x10 7x10 6x8 7x10 5x8 4x6 3x6 7-7-0 7-7-0 15-9-0 8-2-0 23-7-0 7-10-0 31-5-0 7-10-0 39-3-0 7-10-0 39-7-0 0-4-0 47-2-0 7-7-0 7-7-0 7-7-0 15-9-0 8-2-0 23-7-0 7-10-0 31-5-0 7-10-0 39-7-0 8-2-0 47-2-0 7-7-0 2-6-03-10-06-7-02-6-01.00 12 Plate Offsets (X,Y)-- [2:0-3-4,Edge], [4:0-4-0,0-3-0], [6:0-3-0,0-3-4], [7:0-3-8,0-3-0], [12:0-4-4,0-1-8], [13:0-5-0,0-4-8], [15:0-5-0,0-4-8], [16:0-2-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.99 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.40 0.04 0.28 (loc) 14 14-15 12 14-15 l/defl >999 >950 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 306 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 17-18,10-19: 2x8 SP 2400F 2.0E, 7-13,3-15: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. WEBS 1 Row at midpt 7-13, 4-14, 9-11, 6-14, 3-15 REACTIONS. (size)16=0-8-0, 12=0-8-0 Max Horz 16=-848(LC 10) Max Uplift 16=-1302(LC 12), 12=-1299(LC 9) Max Grav 16=2041(LC 1), 12=2149(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2402/1336, 2-3=-2435/1376, 3-4=-2653/1279, 4-5=-2594/1464, 5-6=-2594/1464, 6-7=-2450/1338, 7-8=-2596/1426, 8-9=-2542/1406 BOT CHORD 16-17=-486/378, 15-16=-1346/2682, 14-15=-1475/2876, 13-14=-943/2062, 12-13=-1106/1983, 11-12=-1106/1983, 10-11=-519/398 WEBS 1-16=-986/1547, 2-16=-269/181, 7-13=-2458/3180, 4-15=-696/783, 5-14=-70/293, 4-14=-644/467, 8-11=-286/93, 9-11=-1130/1730, 6-14=-944/744, 6-13=-808/881, 7-12=-1640/1481, 3-16=-1715/1314, 3-15=-2336/3044 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-3-10, Interior(1) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=1302, 12=1299. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A31 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906550 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:52 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-4riHiZtI1lN4lIGf2E?xivKQcC4UGE5JfZfUyByraij Scale = 1:92.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 3x12 MT20HS 5x6 5x8 5x6 5x8 5x6 3x12 MT20HS 5x8 7x10 6x8 5x6 5x8 7x10 5x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 6-7-0 6-7-0 7-11-0 1-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 40-7-0 1-8-0 47-2-0 6-7-0 2-5-03-10-06-7-02-5-01.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [11:0-3-8,0-4-4], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8], [15:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.85 0.65 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.03 0.27 (loc) 13 13-14 11 13-14 l/defl >999 >976 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 305 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E, 3-14,7-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 1-11-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 1 Row at midpt 2-16, 3-14, 6-13, 7-12, 8-10 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=-856(LC 10) Max Uplift 15=-1343(LC 12), 11=-1297(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-953/1077, 2-3=-2564/1402, 3-4=-2460/1117, 4-5=-2452/1376, 5-6=-2452/1376, 6-7=-2381/1299, 7-8=-2698/1478, 8-9=-943/1083 BOT CHORD 15-16=-991/1723, 14-15=-1664/3108, 13-14=-1292/2689, 12-13=-897/1993, 11-12=-1149/2101, 10-11=-1007/1753 WEBS 2-16=-1426/864, 2-15=-355/575, 3-15=-1556/1275, 3-14=-2523/3217, 4-14=-749/833, 4-13=-754/567, 5-13=-86/304, 6-13=-875/688, 6-12=-793/878, 7-12=-2538/3197, 7-11=-1539/1263, 8-11=-463/681, 8-10=-1468/888 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 6-7-0, Interior(1) 6-7-0 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1297. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A32 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906551 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:55 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VQNQLbvAKgmecm_EjMYeKYyxkP5HTbxlMXu8ZWyraig Scale = 1:92.1 1 2 3 4 5 6 7 8 9 16 15 14 13 12 11 10 17 18 19 20 21 22 5x8 ST1.5x8 STP ST1.5x8 STP 3x12 MT20HS 5x6 5x8 5x6 5x8 5x6 3x12 MT20HS 5x8 7x10 6x8 5x6 5x8 7x10 5x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 5-7-0 5-7-0 7-11-0 2-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 41-7-0 2-8-0 47-2-0 5-7-0 2-4-03-10-06-7-02-4-01.00 12 Plate Offsets (X,Y)-- [4:0-4-0,0-3-0], [6:0-4-0,0-3-0], [11:0-3-8,0-4-4], [12:0-5-0,0-4-8], [14:0-5-0,0-4-8], [15:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.64 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.03 0.27 (loc) 13 13-14 11 13-14 l/defl >999 >975 n/a >999 L/d 360 240 n/a 240 PLATES MT20 MT20HS Weight: 304 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-5,5-6: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 16-17,10-18: 2x8 SP 2400F 2.0E, 3-14,7-12: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-5 oc bracing. WEBS 1 Row at midpt 3-14, 6-13, 7-12 REACTIONS. (size)15=0-8-0, 11=0-8-0 Max Horz 15=-865(LC 10) Max Uplift 15=-1343(LC 12), 11=-1297(LC 9) Max Grav 15=2073(LC 1), 11=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1014/1113, 2-3=-2567/1420, 3-4=-2463/1124, 4-5=-2452/1380, 5-6=-2452/1380, 6-7=-2383/1305, 7-8=-2697/1494, 8-9=-1005/1118 BOT CHORD 15-16=-915/1534, 14-15=-1681/3119, 13-14=-1303/2696, 12-13=-896/1995, 11-12=-1154/2096, 10-11=-925/1556 WEBS 2-16=-1187/687, 2-15=-485/761, 3-15=-1541/1273, 3-14=-2535/3233, 4-14=-752/835, 4-13=-749/565, 5-13=-85/302, 6-13=-871/687, 6-12=-796/878, 7-12=-2545/3207, 7-11=-1552/1283, 8-11=-586/869, 8-10=-1220/704 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 5-7-0, Interior(1) 5-7-0 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=1343, 11=1297. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A33 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906552 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:37:58 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-v?3Yzcy2cb8DTDjoOV6LyAaS?d70gyCC2V6oAryraid Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 3x8 3x8 5x6 3x8 5x8 7x10 6x8 5x8 7x10 3x6 5x8 5x6 3x6 5x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 4-7-0 4-7-0 7-11-0 3-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 42-7-0 3-8-0 47-2-0 4-7-0 2-3-03-10-06-7-02-3-01.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [3:0-3-8,0-2-8], [11:0-2-8,0-1-8], [13:0-3-8,0-4-4], [14:0-5-0,0-4-8], [16:0-5-0,0-4-8], [17:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.03 0.26 (loc) 15 15-16 13 15-16 l/defl >999 >981 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-19,12-20: 2x8 SP 2400F 2.0E, 3-16,9-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-15, 9-14 REACTIONS. (size)17=0-8-0, 13=0-8-0 Max Horz 17=-873(LC 10) Max Uplift 17=-1343(LC 12), 13=-1298(LC 9) Max Grav 17=2073(LC 1), 13=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1082/1150, 2-3=-2563/1438, 3-5=-2479/1141, 5-6=-2454/1384, 6-7=-2454/1384, 7-9=-2398/1321, 9-10=-2687/1510, 10-11=-1073/1154 BOT CHORD 17-18=-848/1350, 16-17=-1697/3123, 15-16=-1304/2692, 14-15=-886/1979, 13-14=-1157/2083, 12-13=-853/1364 WEBS 2-18=-949/512, 2-17=-622/982, 3-17=-1548/1281, 3-16=-2556/3260, 5-16=-757/838, 5-15=-772/588, 6-15=-95/310, 7-15=-896/713, 7-14=-800/880, 9-14=-2559/3230, 9-13=-1570/1300, 10-13=-724/1095, 10-12=-972/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 4-7-0, Interior(1) 4-7-0 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1343, 13=1298. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A34 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906553 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:00 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-rNBJOIzJ8DOxiXtBWw8p1bfoNQpV8snVVpbvEjyraib Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 3x8 3x8 5x6 3x8 5x8 7x10 6x8 5x8 7x10 3x6 5x8 5x6 3x6 5x6 6x8 7-7-0 7-7-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 47-2-0 7-11-0 3-7-0 3-7-0 7-11-0 4-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 43-7-0 4-8-0 47-2-0 3-7-0 2-2-03-10-06-7-02-2-01.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [3:0-3-8,0-2-8], [11:0-2-8,0-1-8], [13:0-3-8,0-4-4], [14:0-5-0,0-4-8], [16:0-5-0,0-4-8], [17:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.86 0.64 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.17 -0.38 0.03 0.26 (loc) 15 15-16 13 15-16 l/defl >999 >982 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-19,12-20: 2x8 SP 2400F 2.0E, 3-16,9-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-5-15 oc bracing. WEBS 1 Row at midpt 3-16, 7-15, 9-14 REACTIONS. (size)17=0-8-0, 13=0-8-0 Max Horz 17=-881(LC 10) Max Uplift 17=-1343(LC 12), 13=-1298(LC 9) Max Grav 17=2073(LC 1), 13=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1154/1187, 2-3=-2538/1444, 3-5=-2479/1144, 5-6=-2454/1388, 6-7=-2454/1388, 7-9=-2398/1324, 9-10=-2658/1514, 10-11=-1147/1190 BOT CHORD 17-18=-795/1178, 16-17=-1698/3104, 15-16=-1313/2695, 14-15=-882/1978, 13-14=-1148/2049, 12-13=-796/1183 WEBS 2-18=-719/351, 2-17=-741/1207, 3-17=-1569/1298, 3-16=-2540/3256, 5-16=-756/834, 5-15=-768/591, 6-15=-96/310, 7-15=-893/716, 7-14=-798/875, 9-14=-2539/3222, 9-13=-1595/1321, 10-13=-845/1324, 10-12=-733/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 3-7-0, Interior(1) 3-7-0 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1343, 13=1298. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A35 Truss Type Roof Special Qty 1 Ply 1 Job Reference (optional) T20906554 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:03 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-GysR0K0BR8mWZ?bmB2iWfEHJPdrCLDaxBnqZr2yraiY Scale = 1:85.3 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 23 24 5x8 ST1.5x8 STP ST1.5x8 STP 3x8 5x6 3x8 5x6 3x8 5x6 3x8 5x8 7x10 6x8 5x6 3x6 5x8 3x6 7x10 5x6 6x8 2-7-0 2-7-0 7-7-0 5-0-0 7-11-0 0-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 39-3-0 0-4-0 44-7-0 5-4-0 47-2-0 2-7-0 2-7-0 2-7-0 7-11-0 5-4-0 15-9-0 7-10-0 23-7-0 7-10-0 31-5-0 7-10-0 38-11-0 7-6-0 44-7-0 5-8-0 47-2-0 2-7-0 2-1-03-10-06-7-02-1-01.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-1-8], [11:0-2-8,0-1-8], [13:0-3-8,0-4-4], [14:0-5-0,0-4-8], [16:0-5-0,0-4-8], [17:0-3-8,0-4-4] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.88 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) Wind(LL) in -0.16 -0.38 0.03 0.26 (loc) 15 15-16 13 15-16 l/defl >999 >983 n/a >999 L/d 360 240 n/a 240 PLATES MT20 Weight: 303 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 *Except* 4-6,6-8: 2x4 SP No.1 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 18-19,12-20: 2x8 SP 2400F 2.0E, 3-16,9-14: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-0 oc bracing. WEBS 1 Row at midpt 3-16, 7-15, 9-14 REACTIONS. (size)17=0-8-0, 13=0-8-0 Max Horz 17=-889(LC 10) Max Uplift 17=-1343(LC 12), 13=-1298(LC 9) Max Grav 17=2073(LC 1), 13=2118(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1232/1222, 2-3=-2500/1445, 3-5=-2478/1146, 5-6=-2455/1392, 6-7=-2455/1391, 7-9=-2396/1326, 9-10=-2615/1512, 10-11=-1225/1224 BOT CHORD 17-18=-759/1019, 16-17=-1692/3073, 15-16=-1322/2697, 14-15=-877/1976, 13-14=-1134/2003, 12-13=-755/1017 WEBS 2-17=-846/1435, 3-17=-1591/1314, 3-16=-2514/3244, 5-16=-754/828, 5-15=-765/595, 6-15=-98/310, 7-15=-890/721, 7-14=-794/868, 9-14=-2509/3205, 9-13=-1620/1339, 10-13=-952/1556, 2-18=-503/243, 10-12=-508/253 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=7ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-10 to 2-7-0, Interior(1) 2-7-0 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1343, 13=1298. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A36 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20906555 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:12 2020 Page 1 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VhvrvP7qJvvE8NoVDRMdW79pbGqPyJAGGgWYf1yraiP Scale = 1:90.2 1 2 5 7 9 11 13 15 17 19 21 23 25 27 30 32 34 36 38 40 42 44 46 48 50 52 54 3 4 6 8 10 12 14 16 18 20 22 24 26 28 29 31 33 35 37 39 41 43 45 47 49 51 53 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 83 84 82 3x8 3x4 3x8 5x8 3x8 3x4 3x8 4x6 7x10 3x6 7x10 6x8 7x10 7x10 7x10 7x10 7x10 7x10 7x10 7x10 3x6 7x10 7x10 7x10 6x8 10x16 MT20HS 3x8 10x16 MT20HS 7x10 7x10 7x10 7x10 7x10 7x10 7x10 7x10 7x10 5x6 4x6 3x8 1-3-8 1-3-8 7-7-0 6-3-8 9-5-4 1-10-4 47-2-0 37-8-12 1-3-8 1-3-8 1-7-0 0-3-8 3-5-4 1-10-4 5-5-4 2-0-0 9-5-4 4-0-0 11-5-4 2-0-0 13-5-4 2-0-0 15-5-4 2-0-0 17-5-4 2-0-0 19-5-4 2-0-0 21-5-4 2-0-0 23-7-0 2-1-12 25-5-4 1-10-4 27-5-4 2-0-0 29-5-4 2-0-0 31-5-4 2-0-0 33-5-4 2-0-0 35-5-4 2-0-0 37-5-4 2-0-0 39-5-4 2-0-0 41-5-4 2-0-0 43-5-4 2-0-0 45-7-0 2-1-12 47-2-0 1-7-0 1-11-03-10-06-3-81-11-06-7-01.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-6-4], [2:0-1-12,0-1-14], [9:0-5-0,0-2-0], [28:0-3-0,0-3-0], [39:0-2-0,0-1-8], [46:0-5-0,0-2-0], [52:0-6-0,0-6-4], [52:0-1-12,0-1-14], [55:0-4-4,0-1-8], [56:0-3-4,0-4-8], [59:0-4-4,0-1-8], [60:0-3-8,0-4-8], [72:0-2-0,0-2-0], [76:0-3-8,0-4-8], [77:0-4-4,0-1-8], [80:0-3-4,0-4-8], [81:0-4-4,0-1-8] 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 FBC2017/TPI2014 CSI. TC BC WB Matrix-SH 0.98 0.95 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.05 (loc) - - 60 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 MT20HS Weight: 486 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 3-81,53-55: 2x8 SP 2400F 2.0E OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, except end verticals. Except: 1 Row at midpt 44-48 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 6-8-6 oc bracing: 80-81 2-2-0 oc bracing: 77-78,59-60 4-1-15 oc bracing: 76-77 5-7-3 oc bracing: 60-61 6-11-2 oc bracing: 55-56. JOINTS 1 Brace at Jt(s): 27, 9, 30, 32, 34, 36, 38, 40, 44, 48, 50, 52, 2, 5, 7, 15, 17, 19, 21, 23, 25 REACTIONS.All bearings 31-8-0. (lb) - Max Horz 77=417(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 69, 70, 71, 73, 74, 67, 66, 65, 63 except 68=-237(LC 9), 75=-311(LC 12), 76=-1701(LC 9), 77=-2318(LC 8), 62=-262(LC 9), 61=-487(LC 17), 60=-1214(LC 9) Max Grav All reactions 250 lb or less at joint(s) 69, 70, 71, 73, 74, 67, 66, 65, 63 except 68=373(LC 1), 75=415(LC 1), 76=1730(LC 8), 77=1751(LC 9), 62=332(LC 1), 61=626(LC 9), 60=1314(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-81=-1062/597, 1-2=-999/792, 2-5=-1014/800, 5-7=-1018/802, 7-9=-1022/804, 9-11=-2035/1229, 11-15=-2055/1242, 15-17=-2051/1240, 17-19=-2054/1242, 19-21=-2055/1243, 21-23=-2056/1244, 23-25=-2057/1245, 25-27=-2058/1246, 27-30=-2058/1246, 30-32=-2057/1245, 32-34=-2056/1244, 34-36=-2055/1243, 36-38=-2053/1242, 38-40=-2054/1242, 40-44=-2041/1234, 44-46=-2048/1236, 46-48=-1117/740, 48-50=-1112/737, 50-52=-1108/735, 52-54=-1089/726, 54-55=-1066/627 BOT CHORD 80-81=-520/417, 79-80=-604/813, 78-79=-605/814, 77-78=-605/814, 76-77=-1140/1411, 75-76=-1272/1898, 74-75=-1273/1899, 73-74=-1274/1900, 71-73=-1274/1901, 70-71=-1275/1901, 69-70=-1276/1902, 68-69=-1276/1902, 67-68=-1276/1903, 66-67=-1276/1902, 65-66=-1275/1901, 63-65=-1275/1901, 62-63=-1274/1900, 61-62=-1273/1899, 60-61=-1273/1900, 59-60=-533/931, 58-59=-533/931, 57-58=-532/931, 56-57=-532/930, 55-56=-459/337 WEBS 27-68=-333/466, 15-75=-205/260, 11-76=-358/178, 9-77=-1821/1479, 2-80=-286/198, 44-60=-263/353, 46-59=-865/478, 52-56=-362/185, 9-10=-348/490, 45-46=-271/379, 54-56=-1089/1785, 1-80=-1038/1752, 46-60=-1118/1882, 9-76=-1957/2833 Continued on page 2 TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED PURLINS AS SPECIFIED. This item has been electronically signed and sealed by ORegan, Philip, 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. August 3,2020 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 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 2328659-PACE Truss A36 Truss Type Roof Special Supported Gable Qty 1 Ply 1 Job Reference (optional) T20906555 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Aug 3 10:38:12 2020 Page 2 Builders First Source, Plant City, FL - 32566, ID:kDoEx0CUktTSrn9GXN8bjqy45C6-VhvrvP7qJvvE8NoVDRMdW79pbGqPyJAGGgWYf1yraiP NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=60ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) 0-3-10 to 6-3-10, Exterior(2) 6-3-10 to 46-10-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 69, 70, 71, 73, 74, 67, 66, 65, 63 except (jt=lb) 68=237, 75=311, 76=1701, 77=2318, 62=262, 61=487, 60=1214. 11) n/a 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 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