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HomeMy WebLinkAboutTRUSSCUT6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2391549 - QUINTEROS RESIDENCE_JESSICA QUINTEROS Design Code: FBC2017/TPI2014 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Design Program: MiTek 20/20 8.2 1 of 2 This package includes 98 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: 4637HEA Customer Info: JESSICA QUINTEROS Project Name: - Model: QUINTEROS RESIDENCE Subdivision: - Address: 4637 S HEADER CANAL ROD, - 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: September 14,2020 Albani, Thomas The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Fort Pierce). Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. No.Seal#Truss Name 1 T21299039 A1G Date 9/14/202T21299040A29/14/203T21299041A39/14/204T21299042A49/14/205T21299043A59/14/206T21299044A69/14/207T21299045A79/14/208T21299046A89/14/209T21299047A99/14/2010T21299048A109/14/2011T21299049A119/14/2012T21299050A129/14/2013T21299051A139/14/2014T21299052A149/14/2015T21299053A159/14/2016T21299054A169/14/2017T21299055A179/14/2018T21299056A189/14/2019T21299057A199/14/2020T21299058A209/14/2021T21299059A219/14/2022T21299060A229/14/20 No.Seal#Truss Name 23 T21299061 A23 Date 9/14/2024T21299062A249/14/2025T21299063A259/14/2026T21299064A269/14/2027T21299065A279/14/2028T21299066A289/14/2029T21299067A299/14/2030T21299068A309/14/2031T21299069A319/14/2032T21299070A32G9/14/2033T21299071B1GE9/14/2034T21299072B29/14/2035T21299073C1G9/14/2036T21299074C29/14/2037T21299075C39/14/2038T21299076C49/14/2039T21299077C59/14/2040T21299078C69/14/2041T21299079C7G9/14/2042T21299080CJ19/14/2043T21299081CJ39/14/2044T21299082CJ59/14/20 6904 Parke East Blvd. Tampa, FL 33610-4115 MiTek USA, Inc. RE: 2391549 - QUINTEROS RESIDENCE_JESSICA QUINTEROS 2 of 2 Site Information: Lot/Block: 4637HEA Customer Info: JESSICA QUINTEROS Project Name: - Model: QUINTEROS RESIDENCE Subdivision: - Address: 4637 S HEADER CANAL ROD, - State: FLCity: FORT PIERCE No.Seal#Truss Name 45 T21299083 CJ5S Date 9/14/2046T21299084CJ5T9/14/2047T21299085D1G9/14/2048T21299086D29/14/2049T21299087D39/14/2050T21299088D49/14/2051T21299089D59/14/2052T21299090D69/14/2053T21299091D79/14/2054T21299092D89/14/2055T21299093D99/14/2056T21299094D109/14/2057T21299095D119/14/2058T21299096H1G9/14/2059T21299097HJ29/14/2060T21299098HJ49/14/2061T21299099HJ5A9/14/2062T21299100HJ69/14/2063T21299101HJ79/14/2064T21299102HJ7T9/14/2065T21299103J29/14/2066T21299104J49/14/2067T21299105J5A9/14/2068T21299106J69/14/2069T21299107J79/14/2070T21299108J7S9/14/2071T21299109J7T9/14/2072T21299110K1GE9/14/2073T21299111K2G9/14/2074T21299112MV39/14/2075T21299113MV49/14/2076T21299114MV4A9/14/2077T21299115MV59/14/2078T21299116MV6A9/14/2079T21299117MV79/14/2080T21299118MV99/14/2081T21299119MV119/14/2082T21299120MV139/14/2083T21299121MV159/14/2084T21299122MV179/14/2085T21299123PB19/14/2086T21299124PB29/14/2087T21299125PB39/14/2088T21299126PB49/14/2089T21299127PB59/14/2090T21299128V49/14/2091T21299129V79/14/2092T21299130V89/14/2093T21299131V129/14/2094T21299132V169/14/2095T21299133V209/14/2096T21299134V249/14/2097T21299135V289/14/2098T21299136V329/14/20 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 2391549 Truss A1G Truss Type Hip Girder Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299039 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-ZrTPY2qqge4omE0FYwBuWniRUrChCe?OhjK?24ydfP2 Scale = 1:65.9 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 23 24 25 26 27 28 29 30 31 32 33 34 35 3637 38 39 40 41 42 43 44 45 46 47 48 49 4x6 1.5x8 STP 6x8 5x8 6x8 4x12 5x6 5x8 4x6 3x8 5x8 4x6 4x6 4x6 7x10 4x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 16-0-0 9-0-0 25-0-0 9-0-0 34-0-0 9-0-0 39-0-0 5-0-0 2-4-0 2-4-0 7-0-0 4-8-0 13-9-0 6-9-0 20-6-0 6-9-0 27-3-0 6-9-0 34-0-0 6-9-0 39-0-0 5-0-0 0- 4 - 3 3- 1 0 - 3 1- 4 - 3 3- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-2-8,0-0-12], [6:0-3-0,0-2-8], [10:0-8-12,0-0-1], [12:0-5-0,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.45 0.57 0.55 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 -0.30 -0.08 (loc) 12-13 12-13 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 512 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-9-3 oc bracing. REACTIONS. (size)10=Mechanical, 16=0-8-0 Max Horz 16=-122(LC 6) Max Uplift 10=-1470(LC 8), 16=-1500(LC 8) Max Grav 10=1843(LC 37), 16=1994(LC 36) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2641/2152, 3-4=-2403/2026, 4-5=-4757/3984, 5-7=-4851/4071, 7-8=-2460/2101, 8-10=-2825/2346 BOT CHORD 15-16=-224/266, 13-15=-3650/4437, 12-13=-4301/5163, 11-12=-3759/4514, 10-11=-1933/2373 WEBS 2-16=-1795/1414, 2-15=-1666/2141, 3-15=-562/826, 4-15=-2309/1989, 4-13=-359/705, 5-13=-496/567, 5-12=-374/458, 7-12=-319/693, 7-11=-2369/2016, 8-11=-743/1071 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1470, 16=1500. Continued on page 2 September 14,2020 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 2391549 Truss A1G Truss Type Hip Girder Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299039 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:28 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-210olOrSRyCfOObR6di73_FcEFXwx5FYvN4ZaWydfP1 NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 155 lb up at 7-0-0, 118 lb down and 146 lb up at 9-0-12, 118 lb down and 146 lb up at 11-0-12, 118 lb down and 146 lb up at 13-0-12, 118 lb down and 146 lb up at 15-0-12, 118 lb down and 146 lb up at 17-0-12, 118 lb down and 146 lb up at 19-0-12, 118 lb down and 146 lb up at 20-6-0, 118 lb down and 146 lb up at 21-11-4, 118 lb down and 146 lb up at 23-11-4, 118 lb down and 146 lb up at 25-11-4, 118 lb down and 146 lb up at 27-11-4, 118 lb down and 146 lb up at 29-11-4, and 118 lb down and 146 lb up at 31-11-4, and 255 lb down and 330 lb up at 34-0-0 on top chord, and 67 lb down and 95 lb up at 7-0-0, 31 lb down and 19 lb up at 9-0-12, 31 lb down and 19 lb up at 11-0-12, 31 lb down and 19 lb up at 13-0-12, 31 lb down and 19 lb up at 15-0-12, 31 lb down and 19 lb up at 17-0-12, 31 lb down and 19 lb up at 19-0-12, 31 lb down and 19 lb up at 20-6-0, 31 lb down and 19 lb up at 21-11-4, 31 lb down and 19 lb up at 23-11-4, 31 lb down and 19 lb up at 25-11-4, 31 lb down and 19 lb up at 27-11-4, 31 lb down and 19 lb up at 29-11-4, and 31 lb down and 19 lb up at 31-11-4, and 67 lb down and 95 lb up at 33-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 1-19=-20 Concentrated Loads (lb) Vert: 3=-41(F) 8=-83(F) 5=-41(F) 11=-12(F) 23=-41(F) 24=-41(F) 25=-41(F) 26=-41(F) 27=-41(F) 28=-41(F) 29=-41(F) 30=-41(F) 31=-41(F) 32=-41(F) 33=-41(F) 35=-41(F) 36=-12(F) 37=-12(F) 38=-12(F) 39=-12(F) 40=-12(F) 41=-12(F) 42=-12(F) 43=-12(F) 44=-12(F) 45=-12(F) 46=-12(F) 47=-12(F) 48=-12(F) 49=-12(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss A2 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299040 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-WDaAzks5CGKW0YAdfKDMbCofHfuzgUlh81p67yydfP0 Scale = 1:66.0 1 2 3 4 5 6 7 8 16 15 14 13 12 11 10 9 19 20 21 22 23 4x6 1.5x8 STP 6x8 4x6 5x8 5x8 3x6 3x6 5x6 5x8 2x4 2x4 5x8 3x8 4x6 6x8 5x8 2-0-0 2-0-0 2-4-0 0-4-0 9-0-0 6-8-0 16-8-9 7-8-9 24-3-7 7-6-13 32-0-0 7-8-9 39-0-0 7-0-0 2-4-0 2-4-0 9-0-0 6-8-0 16-8-9 7-8-9 24-3-7 7-6-13 32-0-0 7-8-9 39-0-0 7-0-0 0- 4 - 3 4- 1 0 - 3 1- 4 - 3 4- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-10], [3:0-5-4,0-2-0], [5:0-3-0,Edge], [7:0-5-0,0-2-0], [8:Edge,0-1-12], [9:Edge,0-3-8], [16:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.94 0.45 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.24 -0.34 0.06 (loc) 12-13 12-13 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 236 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-13, 6-13, 6-10 REACTIONS. (size)16=0-8-0, 9=Mechanical Max Horz 16=-164(LC 8) Max Uplift 16=-727(LC 10), 9=-641(LC 10) Max Grav 16=1529(LC 1), 9=1346(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1947/1352, 3-4=-2676/1936, 4-6=-2676/1936, 6-7=-1765/1376, 7-8=-2022/1393, 8-9=-1263/973 BOT CHORD 15-16=-183/252, 13-15=-1047/1662, 12-13=-1690/2704, 10-12=-1690/2704, 9-10=-314/324 WEBS 2-16=-1386/1212, 2-15=-883/1550, 3-13=-717/1232, 4-13=-435/430, 6-12=0/300, 6-10=-1164/681, 7-10=-140/543, 8-10=-791/1452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 14-6-3, Interior(1) 14-6-3 to 26-5-13, Exterior(2) 26-5-13 to 38-10-4 zone;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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=727, 9=641. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A3 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299041 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-djt4hA0F8Fzg3Yf7wZyPdxqt2uHMDNlc7ZTI3iydfOp Scale = 1:69.1 1 2 3 4 5 6 7 8 9 10 21 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 4x6 1.5x8 STP 5x6 3x6 6x12 MT20HS 2x4 5x8 2x4 4x10 MT20HS 5x8 6x8 6x8 6x8 5x8 3x4 8x10 5x8 3x4 5x6 8x14 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 11-0-0 6-3-0 19-2-8 8-2-8 19-6-8 0-4-0 30-0-0 10-5-8 39-0-0 9-0-0 2-4-0 2-4-0 4-9-0 2-5-0 11-0-0 6-3-0 15-5-0 4-5-0 19-2-8 3-9-8 24-7-4 5-4-12 30-0-0 5-4-12 34-6-0 4-6-0 39-0-0 4-6-0 0- 4 - 3 5- 1 0 - 3 1- 4 - 3 1- 0 - 0 5- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-10], [4:0-3-8,0-2-4], [9:0-7-15,0-1-13], [10:0-3-8,Edge], [11:Edge,0-3-8], [12:0-5-0,0-2-4], [14:0-5-0,0-0-0], [16:0-2-12,0-3-0], [18:0-5-8,0-3-0], [21:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.94 0.69 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 -0.36 0.14 (loc) 15 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 261 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-20: 2x4 SP No.3, 7-14: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 10-11: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 18-20 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 12-16, 8-12 REACTIONS. (size)21=0-8-0, 11=Mechanical Max Horz 21=-205(LC 8) Max Uplift 21=-720(LC 10), 11=-639(LC 10) Max Grav 21=1544(LC 1), 11=1351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2249/1571, 3-4=-2360/1642, 4-5=-2073/1599, 5-7=-2747/2023, 7-8=-2717/2012, 8-9=-1708/1403, 9-10=-2025/1398, 10-11=-1254/1003 BOT CHORD 3-18=-236/298, 17-18=-1607/2343, 16-17=-1569/2506, 7-16=-252/255, 12-14=-251/492, 11-12=-514/494 WEBS 2-21=-1191/843, 18-21=-373/319, 2-18=-1458/2121, 3-17=-380/380, 4-17=-345/729, 5-17=-716/467, 5-16=-154/396, 12-16=-1229/1838, 8-16=-256/557, 8-12=-955/595, 9-12=-97/546, 10-12=-545/1268 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-13, Interior(1) 3-10-13 to 5-5-13, Exterior(2) 5-5-13 to 16-6-3, Interior(1) 16-6-3 to 24-5-13, Exterior(2) 24-5-13 to 38-10-4 zone;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) The Fabrication Tolerance at joint 9 = 0% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 21=720, 11=639. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A4 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299042 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-LfTsob8WnKEFG4Q2Wg7l12FhTwlAZuR4R6uqQ7ydfOf Scale = 1:67.2 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 25 26 27 28 29 30 31 32 33 4x6 1.5x8 STP 5x8 5x6 3x4 2x4 2x4 2x4 3x4 5x8 6x8 6x8 5x8 4x6 4x6 5x8 3x4 5x8 4x6 4x6 6x8 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 13-0-0 8-3-0 19-2-8 6-2-8 19-6-8 0-4-0 23-7-4 4-0-12 31-3-10 7-8-6 39-0-0 7-8-6 2-4-0 2-4-0 4-9-0 2-5-0 8-10-8 4-1-8 13-0-0 4-1-8 19-2-8 6-2-8 23-7-4 4-4-12 28-0-0 4-4-12 33-9-4 5-9-4 39-0-0 5-2-12 0- 4 - 3 6- 1 0 - 3 1- 4 - 3 1- 0 - 0 6- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-2-4,0-0-10], [5:0-6-0,0-2-8], [8:0-3-0,0-2-0], [11:Edge,0-4-4], [17:0-2-12,0-2-12], [19:0-2-12,0-2-0], [22:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.56 0.46 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.26 0.13 (loc) 16 16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 270 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-21,6-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 19-21 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 9-11 REACTIONS. (size)22=0-8-0, 11=Mechanical Max Horz 22=-246(LC 8) Max Uplift 22=-720(LC 10), 11=-639(LC 10) Max Grav 22=1544(LC 1), 11=1351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2297/1498, 3-4=-2476/1650, 4-5=-2170/1626, 5-6=-2266/1803, 6-7=-2247/1786, 7-8=-1871/1549, 8-9=-1941/1509, 9-10=-310/269, 10-11=-259/266 BOT CHORD 18-19=-1404/2178, 17-18=-1124/1912, 6-17=-323/344, 12-14=-991/1597, 11-12=-1194/1672 WEBS 2-22=-1283/882, 19-22=-362/268, 2-19=-1351/2145, 4-19=-154/284, 4-18=-349/357, 5-18=-153/447, 5-17=-348/571, 14-17=-994/1698, 7-17=-407/660, 7-14=-746/536, 8-14=-263/580, 8-12=-106/280, 9-12=-80/254, 9-11=-1777/1282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-13, Interior(1) 3-10-13 to 7-5-13, Exterior(2) 7-5-13 to 18-6-3, Interior(1) 18-6-3 to 22-5-13, Exterior(2) 22-5-13 to 33-6-3, Interior(1) 33-6-3 to 34-11-7, Exterior(2) 34-11-7 to 38-10-4 zone;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, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=720, 11=639. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A5 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299043 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-H1bdCH9mJxUzWOaRd4AD6TK?_kL20ooNuQNxU?ydfOd Scale = 1:68.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 23 24 25 26 3x6 1.5x8 STP 1.5x8 STP 5x8 4x6 4x6 2x4 2x4 2x4 5x6 6x8 6x8 6x8 4x6 4x6 7x10 5x12 5x6 4x6 6x8 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 15-0-0 10-3-0 19-2-8 4-2-8 19-6-8 0-4-0 29-1-4 9-6-12 39-0-0 9-10-12 2-4-0 2-4-0 4-9-0 2-5-0 9-10-8 5-1-8 15-0-0 5-1-8 19-2-8 4-2-8 26-0-0 6-9-8 32-6-0 6-6-0 39-0-0 6-6-0 0- 4 - 3 7- 1 0 - 3 1- 4 - 3 1- 0 - 0 7- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [6:0-6-0,0-2-8], [8:0-3-4,0-2-8], [11:Edge,0-4-4], [12:0-5-0,0-4-8], [13:0-3-0,0-0-0], [17:0-2-12,0-3-0], [20:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.68 0.82 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.31 0.13 (loc) 14 16-17 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 272 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-19,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 17-19 10-0-0 oc bracing: 13-15 WEBS 1 Row at midpt 12-15, 9-11 REACTIONS. (size)20=0-8-0, 11=0-8-0 Max Horz 20=-287(LC 8) Max Uplift 20=-720(LC 10), 11=-639(LC 10) Max Grav 20=1544(LC 1), 11=1351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/1459, 3-5=-2562/1622, 5-6=-2037/1545, 6-7=-1896/1606, 7-8=-1895/1607, 8-9=-1907/1482, 9-10=-418/341, 10-11=-337/335 BOT CHORD 3-17=-254/226, 16-17=-1361/2116, 15-16=-1006/1767, 7-15=-329/356, 12-13=-137/385, 11-12=-1192/1709 WEBS 2-20=-1285/856, 17-20=-356/290, 2-17=-1320/2163, 5-17=-127/442, 5-16=-467/442, 6-16=-194/535, 6-15=-230/342, 12-15=-820/1200, 8-15=-273/565, 8-12=-46/301, 9-12=-218/345, 9-11=-1698/1206 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-13, Interior(1) 3-10-13 to 9-5-13, Exterior(2) 9-5-13 to 31-6-3, Interior(1) 31-6-3 to 34-11-7, Exterior(2) 34-11-7 to 38-10-4 zone;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=720, 11=639. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A6 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299044 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:55 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-lE9?QdAO4Fcq7Y9dBohSfht8e7hqlF1W746U0SydfOc Scale = 1:70.1 1 2 3 4 5 6 7 8 9 10 11 21 20 19 18 17 16 15 14 13 12 24 25 26 27 1.5x8 STP 1.5x8 STP 5x6 5x6 2x4 7x10 2x4 6x8 6x8 6x8 3x4 7x10 6x8 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 10-10-8 6-1-8 19-2-8 8-4-0 19-6-8 0-4-0 29-1-4 9-6-12 39-0-0 9-10-12 2-4-0 2-4-0 4-9-0 2-5-0 10-10-8 6-1-8 17-0-0 6-1-8 19-2-8 2-2-8 24-0-0 4-9-8 31-6-0 7-6-0 39-0-0 7-6-0 0- 4 - 3 8- 1 0 - 3 1- 4 - 3 1- 0 - 0 8- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [6:0-3-0,0-2-0], [8:0-3-8,0-2-4], [9:0-3-0,Edge], [12:Edge,0-4-4], [13:0-5-0,0-4-8], [14:0-3-0,0-0-0], [16:0-4-8,0-2-12], [18:0-6-4,0-3-0], [21:0-3-8,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.79 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.26 0.12 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 279 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-20,7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 18-20 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-16, 13-16, 10-12 REACTIONS. (size)21=0-8-0, 12=0-8-0 Max Horz 21=-328(LC 8) Max Uplift 21=-720(LC 10), 12=-639(LC 10) Max Grav 21=1544(LC 1), 12=1351(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2320/1449, 3-5=-2386/1611, 5-6=-1727/1356, 6-7=-1647/1408, 7-8=-1640/1407, 8-10=-1927/1496, 10-11=-478/400, 11-12=-384/383 BOT CHORD 3-18=-243/252, 17-18=-1365/2487, 16-17=-1244/2157, 12-13=-1140/1734 WEBS 2-21=-1255/834, 18-21=-445/256, 2-18=-1321/2193, 3-17=-355/268, 5-17=0/378, 5-16=-798/506, 6-16=-280/523, 13-16=-724/1265, 8-16=-93/421, 8-13=-188/402, 10-13=-313/423, 10-12=-1664/1087 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=39ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-10-13, Interior(1) 3-10-13 to 11-5-13, Exterior(2) 11-5-13 to 29-6-3, Interior(1) 29-6-3 to 34-11-7, Exterior(2) 34-11-7 to 38-10-4 zone;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 4x6 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) 21=720, 12=639. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A7 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299045 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-hcHlrIBfcssXNrJ0IDjwk6ya?xROD8MpaObb5KydfOa Scale = 1:82.6 1 2 3 4 5 6 7 8 9 10 11 12 13 23 22 21 20 19 18 17 16 15 14 28 29 5x8 1.5x8 STP 1.5x8 STP 5x8 6x8 5x8 4x6 2x4 5x6 6x8 3x8 3x4 12x14 6x8 4x6 4x6 2x4 7x10 3x6 6x8 4x6 4x6 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 11-10-8 7-1-8 19-2-8 7-4-0 19-6-8 0-4-0 27-6-11 8-0-3 38-8-0 11-1-5 39-0-0 0-4-0 41-0-0 2-0-0 2-4-0 2-4-0 4-9-0 2-5-0 11-10-8 7-1-8 19-0-0 7-1-8 22-0-0 3-0-0 27-6-11 5-6-11 33-1-5 5-6-11 38-8-0 5-6-11 41-0-0 2-4-0 0- 4 - 3 9- 1 0 - 3 0- 4 - 3 1- 0 - 0 9- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [2:0-4-4,0-4-5], [6:0-4-0,0-3-8], [14:0-3-8,0-4-8], [15:0-4-0,0-4-8], [18:0-2-12,0-2-8], [20:0-5-12,0-3-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.38 0.52 0.88 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.13 -0.20 0.12 (loc) 18-19 18-19 14 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 323 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 3-22,7-16: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 20-22 10-0-0 oc bracing: 16-18 WEBS 1 Row at midpt 5-18, 8-18, 11-14 REACTIONS. (size)23=0-8-0, 14=0-8-0 Max Horz 23=-387(LC 8) Max Uplift 23=-705(LC 10), 14=-710(LC 10) Max Grav 23=1511(LC 1), 14=1502(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2525/1468, 3-5=-2335/1524, 5-6=-1686/1278, 6-7=-1424/1260, 7-8=-1421/1259, 8-9=-1861/1522, 9-11=-1849/1295, 11-12=-447/267, 12-13=-440/11 BOT CHORD 19-20=-1292/2670, 18-19=-1105/2173, 7-18=-278/563, 14-15=-938/1609, 13-14=-44/364 WEBS 2-23=-1259/766, 20-23=-417/253, 2-20=-1280/2275, 3-19=-502/263, 5-19=0/391, 5-18=-868/561, 15-18=-536/1219, 8-18=-196/353, 8-15=-397/591, 9-15=-393/458, 12-14=-363/526, 11-14=-1557/1087 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 4-3-4, Interior(1) 4-3-4 to 13-2-7, Exterior(2) 13-2-7 to 27-6-11, Interior(1) 27-6-11 to 36-7-8, Exterior(2) 36-7-8 to 40-8-11 zone;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) 23=705, 14=710. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A8 Truss Type Common Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299046 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:58 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-9oq72eCHNA_O_?uCswE9GJVmbLoiyhqyp2L8dnydfOZ Scale = 1:71.8 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 5x8 1.5x8 STP 1.5x8 STP 5x6 5x8 5x8 5x8 6x8 3x6 6x8 3x6 5x8 2-0-0 2-0-0 2-4-0 0-4-0 11-5-0 9-1-0 20-6-0 9-1-0 29-7-0 9-1-0 38-8-0 9-1-0 39-0-0 0-4-0 41-0-0 2-0-0 2-4-0 2-4-0 8-4-11 6-0-11 14-5-5 6-0-11 20-6-0 6-0-11 26-6-11 6-0-11 32-7-5 6-0-11 38-8-0 6-0-11 41-0-0 2-4-0 0- 4 - 3 10 - 7 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-4-8], [18:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.26 0.46 0.48 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.11 -0.20 0.06 (loc) 15-17 15-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 300 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-15, 7-15, 9-12, 5-15, 3-18 REACTIONS. (size)12=0-8-0, 18=0-8-0 Max Horz 18=416(LC 9) Max Uplift 12=-712(LC 10), 18=-712(LC 10) Max Grav 12=1568(LC 16), 18=1568(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-312/58, 2-3=-451/314, 3-5=-1956/1221, 5-6=-1473/1103, 6-7=-1473/1103, 7-9=-1957/1221, 9-10=-450/314, 10-11=-312/58 BOT CHORD 1-18=-81/311, 17-18=-853/1981, 15-17=-714/1791, 13-15=-714/1559, 12-13=-853/1669, 11-12=-81/311 WEBS 6-15=-571/976, 7-15=-619/428, 7-13=-64/332, 9-12=-1657/932, 10-12=-464/522, 5-15=-618/428, 5-17=-64/331, 3-18=-1655/932, 2-18=-465/522 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=41ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-3-5 to 4-4-8, Interior(1) 4-4-8 to 16-4-13, Exterior(2) 16-4-13 to 24-7-3, Interior(1) 24-7-3 to 36-7-8, Exterior(2) 36-7-8 to 40-8-11 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 4x6 MT20 unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=712, 18=712. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A9 Truss Type Common Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299047 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:59 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-e?OWG_Dv8U6Fc9TOQelOpX1sjl8Nh7I62i4i9DydfOY Scale = 1:69.8 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 10 18 19 20 21 22 23 24 25 11 3x6 1.5x8 STP 5x6 3x6 5x8 5x8 3x4 4x6 4x6 3x4 4x6 4x6 4x6 6x8 6x8 4x6 5x8 9-3-0 9-3-0 18-6-0 9-3-0 27-9-0 9-3-0 33-11-8 6-2-8 37-0-0 3-0-8 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 24-8-0 6-2-0 30-10-0 6-2-0 37-0-0 6-2-0 1- 4 - 3 10 - 7 - 3 1- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [10:Edge,0-4-4], [17:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.49 0.53 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.25 0.06 (loc) 12-14 12-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 248 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 6-14, 4-14, 2-17, 8-10 REACTIONS. (size)17=0-8-0, 10=3-4-0, 11=0-3-8 Max Horz 17=371(LC 9) Max Uplift 17=-646(LC 10), 10=-638(LC 10), 11=-9(LC 10) Max Grav 17=1401(LC 15), 10=1271(LC 16), 11=243(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-401/338, 2-4=-2004/1270, 4-5=-1485/1118, 5-6=-1485/1118, 6-8=-1942/1262, 8-9=-281/324, 1-17=-328/338, 9-10=-274/332 BOT CHORD 16-17=-987/2021, 14-16=-803/1806, 12-14=-799/1539, 11-12=-979/1683, 10-11=-979/1683 WEBS 5-14=-580/983, 6-14=-594/436, 6-12=-73/295, 4-14=-639/441, 4-16=-82/361, 2-17=-1760/968, 8-10=-1815/975 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-10-2, Interior(1) 3-10-2 to 14-9-10, Exterior(2) 14-9-10 to 22-2-6, Interior(1) 22-2-6 to 33-1-14, Exterior(2) 33-1-14 to 36-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 17=646, 10=638. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A10 Truss Type Roof Special Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299048 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:12 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-Wy3lOwfQC1BwTxNMAGPNPcboio_qBotBEuCi0RydfPH Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 16 15 14 13 12 11 17 18 19 20 21 4x10 MT20HS 1.5x8 STP 5x6 4x6 8x14 MT20HS 5x8 5x12 7x10 6x8 4x6 2x4 3x4 3x8 7x10 4x6 2x4 4x6 9-11-12 9-11-12 19-2-8 9-2-12 26-7-12 7-5-4 34-1-0 7-5-4 34-6-0 0-5-0 36-4-0 1-10-0 0-9-0 0-9-0 6-8-0 5-11-0 12-7-0 5-11-0 18-6-0 5-11-0 19-2-8 0-8-8 26-7-12 7-5-4 34-1-0 7-5-4 36-4-0 2-3-0 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 6.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-5-0,Edge], [8:0-3-0,Edge], [12:0-3-8,0-4-12], [13:0-5-0,0-4-8], [14:0-6-0,0-2-0], [15:0-4-0,0-4-0], [16:Edge,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.74 0.91 0.77 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.60 0.52 -0.20 (loc) 14-15 14-15 12 l/defl >676 >783 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 257 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 8-10: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-16: 2x6 SP No.2, 2-16: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-15, 4-14, 6-14, 7-14, 9-13, 2-16 2 Rows at 1/3 pts 5-14 REACTIONS. (size)16=0-8-0, 12=0-10-0 Max Horz 16=366(LC 9) Max Uplift 16=-916(LC 7), 12=-834(LC 7) Max Grav 16=1248(LC 1), 12=1413(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-507/1284, 2-4=-2756/5691, 4-5=-1211/2493, 5-6=-1206/2687, 6-7=-1303/2616, 7-9=-1438/2532, 1-16=-397/803 BOT CHORD 15-16=-4528/2717, 14-15=-3322/2024, 13-14=-2064/1217 WEBS 2-15=-318/195, 4-15=-3175/1466, 4-14=-1274/2325, 5-14=-1963/848, 6-14=-352/235, 7-14=-293/227, 7-13=-251/301, 9-13=-2009/1206, 9-12=-1297/2049, 2-16=-2401/4248 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-6, Interior(1) 3-10-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 16=916, 12=834. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A11 Truss Type Roof Special Qty 3 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299049 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-_8c7cGf2zLJn55xYkzwcyq7yOCQuwFuLTYxGYtydfPG Scale = 1:70.5 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 21 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 6x8 5x6 7x10 5x8 4x6 3x4 3x4 4x6 4x6 4x6 6x8 3x4 9-11-12 9-11-12 19-2-8 9-2-12 27-9-4 8-6-12 36-4-0 8-6-12 6-0-15 6-0-15 12-4-0 6-3-2 18-6-0 6-2-0 24-5-5 5-11-5 30-4-11 5-11-5 36-4-0 5-11-5 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 6.00 12 3.00 12 Plate Offsets (X,Y)-- [10:Edge,0-4-4], [13:0-4-8,0-3-8], [14:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.54 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.35 0.17 (loc) 13-14 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 244 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 5-13, 6-13, 2-15, 8-10 REACTIONS. (size)15=0-8-0, 10=0-8-0 Max Horz 15=-363(LC 8) Max Uplift 15=-634(LC 10), 10=-635(LC 10) Max Grav 15=1334(LC 1), 10=1337(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-436/320, 2-4=-3033/1799, 4-5=-1388/1069, 5-6=-1452/1115, 6-8=-1807/1205, 8-9=-270/268, 1-15=-349/331, 9-10=-262/299 BOT CHORD 14-15=-1532/2885, 13-14=-1098/2295, 11-13=-763/1476, 10-11=-891/1538 WEBS 2-14=0/267, 4-14=-638/1523, 4-13=-1397/812, 5-13=-565/886, 6-13=-570/400, 6-11=-56/308, 2-15=-2685/1581, 8-10=-1696/950 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-9-6, Interior(1) 3-9-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 15=634, 10=635. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A12 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299050 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-SLAVpbggkfReiFWlHhSrU1g7Lcglfi4UhChp5KydfPF Scale = 1:70.7 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 4x10 MT20HS 1.5x8 STP 5x6 4x6 8x14 MT20HS 5x8 7x10 5x8 7x10 5x6 3x4 4x6 6x8 3x6 4x6 2x4 4x6 7x10 9-11-12 9-11-12 19-2-8 9-2-12 27-1-7 7-10-15 35-0-5 7-10-15 35-6-0 0-5-11 36-4-0 0-10-0 6-0-15 6-0-15 12-4-0 6-3-2 18-6-0 6-2-0 24-0-2 5-6-2 29-6-4 5-6-2 35-0-5 5-6-2 36-4-0 1-3-11 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 6.00 12 3.00 12 Plate Offsets (X,Y)-- [3:0-5-0,Edge], [7:0-3-0,Edge], [8:0-3-8,0-3-0], [12:0-5-0,0-4-12], [15:0-3-12,0-3-8], [16:0-4-0,0-4-0], [17:Edge,0-3-9] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.79 0.95 0.79 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 0.53 -0.22 (loc) 15-16 15-16 12 l/defl >681 >789 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 249 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.1 *Except* 7-10: 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2, 2-17: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 4-15, 6-15, 8-12, 2-17 2 Rows at 1/3 pts 5-15 REACTIONS. (size)17=0-8-0, 12=0-11-5 Max Horz 17=366(LC 9) Max Uplift 17=-939(LC 7), 12=-847(LC 7) Max Grav 17=1286(LC 1), 12=1375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-465/1230, 2-4=-2889/5868, 4-5=-1293/2618, 5-6=-1344/2781, 6-8=-1546/2882, 8-9=-207/473, 1-17=-363/763, 10-11=-174/340 BOT CHORD 16-17=-4551/2762, 15-16=-3590/2190, 13-15=-2233/1308, 12-13=-2130/1273 WEBS 2-16=-462/247, 4-16=-3185/1463, 4-15=-1360/2475, 5-15=-2011/807, 6-15=-385/401, 8-13=-305/228, 8-12=-1513/2456, 9-12=-348/479, 2-17=-2517/4361, 10-12=-459/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-6, Interior(1) 3-10-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=939, 12=847. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A13 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299051 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:15 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-wXkt1xhJVyZVKO5xrOz41FDLA?5rO9?dwsQNdmydfPE Scale = 1:75.1 1 2 3 4 5 6 7 8 9 15 14 13 12 11 10 16 17 18 19 20 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 5x6 4x6 3x4 6x8 3x4 4x6 5x8 2x4 4x6 5x8 3x6 2x4 5x8 9-11-12 9-11-12 18-5-0 8-5-4 26-1-0 7-8-0 33-8-0 7-7-0 34-4-0 0-8-0 36-4-0 2-0-0 6-2-0 6-2-0 12-4-0 6-2-0 18-6-0 6-2-0 26-1-0 7-7-0 33-8-0 7-7-0 36-4-0 2-8-0 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:0-8-12,0-0-2], [11:Edge,0-2-4], [13:0-4-0,0-3-8], [14:0-2-12,0-3-12], [15:0-3-12,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.60 0.63 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.31 0.14 (loc) 13-14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 243 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 10-11: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-11,1-15: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-13, 6-13, 2-15 REACTIONS. (size)11=0-8-0, 15=0-8-0 Max Horz 15=-362(LC 8) Max Uplift 11=-677(LC 10), 15=-590(LC 10) Max Grav 11=1421(LC 1), 15=1240(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2748/1625, 4-5=-1259/985, 5-6=-1276/971, 6-8=-1475/928 BOT CHORD 14-15=-1429/2701, 13-14=-952/2074, 12-13=-611/1239 WEBS 4-14=-590/1430, 4-13=-1303/749, 5-13=-426/708, 6-13=-437/257, 8-12=-627/1259, 2-15=-2819/1653, 8-11=-1327/952, 6-12=-200/272 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-2-12 to 3-10-6, Interior(1) 3-10-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Bearing at joint(s) 11, 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=677, 15=590. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A14 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299052 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-swsdRdiZ1apDZiFKzp?Y6gIeKpnxs2FwOAvThfydfPC Scale = 1:74.8 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 6x8 5x6 2x4 2x4 3x4 4x6 6x8 2x4 4x6 3x6 3x4 4x6 4x6 4x6 6x8 5x12 9-11-12 9-11-12 18-6-0 8-6-4 19-2-8 0-8-8 19-7-0 0-4-8 26-7-8 7-0-8 33-8-0 7-0-8 34-4-0 0-8-0 36-4-0 2-0-0 6-0-3 6-0-3 12-4-0 6-3-13 18-6-0 6-2-0 19-7-0 1-1-0 26-7-8 7-0-8 33-8-0 7-0-8 36-4-0 2-8-0 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 0- 3 - 1 3 0- 8 - 6 6.00 12 3.00 12 Plate Offsets (X,Y)-- [17:0-4-0,0-3-12], [18:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.53 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 -0.27 0.14 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 267 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-16,9-12: 2x4 SP No.3, 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-17, 7-15, 2-19 REACTIONS. (size)19=0-8-0, 12=0-8-0 Max Horz 19=-363(LC 8) Max Uplift 19=-589(LC 10), 12=-680(LC 10) Max Grav 19=1239(LC 1), 12=1428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-413/304, 2-4=-2704/1620, 4-5=-1273/992, 5-6=-1272/1137, 6-7=-1368/1007, 7-9=-1561/964, 1-19=-333/320 BOT CHORD 18-19=-1400/2618, 17-18=-946/2001, 6-15=-305/305, 14-15=-647/1320, 12-13=-1380/894, 9-13=-1302/914 WEBS 4-18=-578/1398, 4-17=-1273/761, 7-15=-350/229, 7-14=-179/254, 9-14=-645/1301, 2-19=-2414/1439, 5-17=-195/290, 15-17=-308/1162, 5-15=-522/746 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-9-6, Interior(1) 3-9-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=589, 12=680. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A15 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299053 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-K6Q0fzjBoty4BsqWWXWnftrp1D79bU74cqf1E5ydfPB Scale = 1:72.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 20 21 22 23 3x6 1.5x8 STP 1.5x8 STP 5x6 3x6 6x8 5x6 2x4 2x4 5x12 3x4 4x6 6x8 2x4 4x6 3x4 3x4 4x6 4x6 4x6 6x8 9-11-12 9-11-12 18-6-0 8-6-4 19-2-8 0-8-8 19-7-0 0-4-8 26-7-8 7-0-8 33-8-0 7-0-8 34-4-0 0-8-0 36-4-0 2-0-0 6-0-3 6-0-3 12-4-0 6-3-13 18-6-0 6-2-0 19-7-0 1-1-0 26-7-8 7-0-8 33-8-0 7-0-8 36-4-0 2-8-0 1- 4 - 3 10 - 7 - 3 1- 8 - 3 2- 3 - 1 1 0- 5 - 7 0- 1 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [17:0-4-0,0-4-0], [18:0-2-12,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.53 0.92 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.20 -0.27 0.15 (loc) 17-18 17-18 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 266 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 6-16,9-12: 2x4 SP No.3, 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 1 Row at midpt 6-15 WEBS 1 Row at midpt 4-17, 7-15, 2-19 REACTIONS. (size)19=0-8-0, 12=0-8-0 Max Horz 19=-363(LC 8) Max Uplift 19=-589(LC 10), 12=-680(LC 10) Max Grav 19=1239(LC 1), 12=1428(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-416/306, 2-4=-2704/1620, 4-5=-1276/991, 5-6=-1283/1141, 6-7=-1386/1014, 7-9=-1598/982, 1-19=-336/322 BOT CHORD 18-19=-1397/2616, 17-18=-958/2023, 6-15=-298/296, 14-15=-664/1353, 12-13=-1380/894, 9-13=-1301/914 WEBS 4-18=-574/1389, 4-17=-1286/766, 7-15=-367/237, 9-14=-654/1320, 2-19=-2409/1435, 15-17=-342/1208, 5-15=-560/823 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-9-6, Interior(1) 3-9-6 to 14-10-6, Exterior(2) 14-10-6 to 22-1-10, Interior(1) 22-1-10 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 19 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=589, 12=680. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A16 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299054 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-oI_OsJkpZB4wp0Pi4E10B5N07dVcK?pDrUOamXydfPA Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 2x4 1.5x8 STP 1.5x8 STP 5x6 3x6 5x6 3x6 5x12 6x8 3x8 5x12 2x4 3x6 6x8 3x4 4x6 2x4 4x6 3x8 9-11-12 9-11-12 17-10-8 7-10-12 25-10-0 7-11-8 33-8-0 7-10-0 34-4-0 0-8-0 36-4-0 2-0-0 1-0-0 1-0-0 6-8-0 5-8-0 12-4-0 5-8-0 18-0-0 5-8-0 25-10-0 7-10-0 33-8-0 7-10-0 36-4-0 2-8-0 10 - 4 - 3 10 - 1 0 - 3 1- 8 - 3 2- 3 - 1 1 0- 4 - 0 10 - 1 0 - 3 6.00 12 3.00 12 Plate Offsets (X,Y)-- [2:0-3-0,0-2-0], [6:0-3-8,0-2-4], [9:0-2-7,0-2-8], [15:0-4-0,0-3-12], [16:0-4-0,0-3-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.66 0.39 0.70 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.10 -0.22 0.05 (loc) 16-17 16-17 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 294 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 9-12: 2x8 SP 2400F 2.0E, 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 12-13 WEBS 1 Row at midpt 2-16, 3-16, 5-16, 5-15, 8-15, 1-17, 2-17 REACTIONS. (size)17=0-8-0, 12=0-8-0 Max Horz 17=-465(LC 10) Max Uplift 17=-673(LC 10), 12=-596(LC 10) Max Grav 17=1246(LC 1), 12=1509(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1202/809, 3-5=-1069/667, 5-6=-1118/890, 6-8=-1301/856, 8-9=-1623/872 BOT CHORD 16-17=-183/527, 15-16=-206/1175, 14-15=-557/1331, 12-13=-1481/840, 9-13=-1403/873 WEBS 2-16=-946/1485, 3-16=-348/372, 5-16=-271/489, 5-15=-270/100, 6-15=-1/292, 8-15=-460/346, 2-17=-1180/903, 9-14=-513/1230 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 6-1-11, Interior(1) 6-1-11 to 12-10-5, Exterior(2) 12-10-5 to 23-1-11, Interior(1) 23-1-11 to 32-6-10, Exterior(2) 32-6-10 to 36-2-4 zone;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, with BCDL = 10.0psf. 6) Bearing at joint(s) 17, 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=673, 12=596. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A17 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299055 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-HVXm4flRJVCnQA_vexZFkIwF10qw3NLM4888I_ydfP9 Scale = 1:79.8 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 2x4 1.5x8 STP 1.5x8 STP 6x8 5x8 6x8 5x8 6x8 5x8 6x8 5x8 2x4 4x6 4x6 4x6 4x6 4x6 6x8 2x4 5x6 6x8 8-9-0 8-9-0 17-11-12 9-2-12 27-2-8 9-2-12 34-10-3 7-7-11 42-0-0 7-1-13 42-4-0 0-4-0 44-4-0 2-0-0 7-3-11 7-3-11 8-9-0 1-5-5 15-0-12 6-3-12 21-4-9 6-3-12 27-8-5 6-3-12 34-10-3 7-1-13 42-0-0 7-1-13 44-4-0 2-4-0 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [13:0-3-8,0-4-8], [15:0-2-15,0-2-8], [16:0-5-4,0-3-8], [18:0-5-8,0-3-8], [19:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.40 0.45 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.24 0.10 (loc) 17 16-17 13 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-18, 4-18, 6-16, 8-16 2 Rows at 1/3 pts 2-19 REACTIONS. (size)13=0-8-0, 19=0-8-0 Max Horz 19=258(LC 9) Max Uplift 13=-795(LC 10), 19=-757(LC 10) Max Grav 13=1778(LC 16), 19=1544(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1123/1027, 3-4=-1122/1026, 4-6=-2180/1644, 6-7=-1584/1377, 7-8=-1814/1395, 8-10=-1882/1267, 1-19=-225/292 BOT CHORD 18-19=-376/1098, 17-18=-963/1952, 16-17=-1081/2082, 14-16=-921/1572 WEBS 2-18=-460/1054, 4-18=-1367/868, 4-17=-372/826, 6-17=-56/505, 6-16=-893/467, 7-16=-167/461, 8-14=-364/389, 10-14=-942/1572, 10-13=-1664/1205, 2-19=-1606/1099 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-4-9, Exterior(2) 21-4-9 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 13=795, 19=757. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A18 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299056 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-DtfWVKmir6SVgT8HlMbjpj?Y6qVOXJNfXRdENsydfP7 Scale = 1:80.7 1 2 3 4 5 6 7 8 9 10 19 18 17 16 15 14 13 12 11 2021 22 23 24 25 26 6x8 1.5x8 STP 5x8 6x8 5x8 3x6 6x8 6x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 6x8 6x8 5x6 2x4 5x6 7-3-11 7-3-11 8-9-0 1-5-5 17-11-12 9-2-12 27-2-8 9-2-12 35-1-1 7-10-9 42-5-13 7-4-12 42-11-8 0-5-11 44-4-0 1-4-8 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 35-1-1 7-4-12 42-5-13 7-4-12 44-4-0 1-10-3 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-4-8], [15:0-5-4,0-3-8], [17:0-4-0,0-3-8], [19:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.45 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.15 -0.24 0.09 (loc) 16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 372 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-18, 3-17, 5-15, 7-15, 9-13, 1-19, 1-18 REACTIONS. (size)19=0-8-0, 12=0-11-5 Max Horz 19=258(LC 9) Max Uplift 19=-766(LC 10), 12=-786(LC 10) Max Grav 19=1564(LC 1), 12=1742(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1197/909, 2-3=-1128/1031, 3-5=-2227/1674, 5-6=-1619/1416, 6-7=-1880/1434, 7-9=-1991/1343, 1-19=-1509/1182 BOT CHORD 18-19=-256/283, 17-18=-381/1070, 16-17=-918/1868, 15-16=-1135/2175, 13-15=-1000/1675 WEBS 2-18=-678/562, 2-17=-457/827, 3-17=-1375/879, 3-16=-449/926, 5-16=-3/428, 5-15=-911/465, 6-15=-167/478, 7-15=-270/217, 7-13=-309/360, 9-13=-955/1595, 9-12=-1665/1232, 1-18=-858/1290 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-5-1, Exterior(2) 21-5-1 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=766, 12=786. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A19 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299057 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-h4DvignKcQaMIdiTJ46yMxYifErOGlepm5MovIydfP6 Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 6x8 1.5x8 STP 1.5x8 STP 5x8 6x8 5x8 3x6 6x8 6x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 4x6 5x6 6x8 4x6 7-3-11 7-3-11 8-9-0 1-5-5 17-11-12 9-2-12 27-2-8 9-2-12 35-9-4 8-6-12 44-4-0 8-6-12 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 33-2-14 5-6-9 38-9-7 5-6-9 44-4-0 5-6-9 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:Edge,0-4-8], [14:0-5-4,0-3-8], [16:0-4-0,0-3-8], [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.46 0.90 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.17 -0.28 0.12 (loc) 15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 373 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-17, 3-16, 5-14, 7-14, 1-18, 1-17, 9-11 REACTIONS. (size)18=0-8-0, 11=0-8-0 Max Horz 18=258(LC 9) Max Uplift 18=-796(LC 10), 11=-755(LC 10) Max Grav 18=1630(LC 1), 11=1690(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1252/947, 2-3=-1187/1071, 3-5=-2388/1784, 5-6=-1829/1536, 6-7=-2051/1591, 7-9=-2416/1649, 9-10=-346/282, 1-18=-1575/1227, 10-11=-305/303 BOT CHORD 17-18=-256/283, 16-17=-415/1116, 15-16=-995/1982, 14-15=-1256/2351, 12-14=-1204/1998, 11-12=-1257/1992 WEBS 2-17=-715/586, 2-16=-498/887, 3-16=-1480/951, 3-15=-524/1034, 5-15=0/400, 5-14=-892/460, 6-14=-301/576, 7-14=-490/397, 1-17=-901/1354, 9-11=-2188/1389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-5-1, Exterior(2) 21-5-1 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=796, 11=755. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A20 Truss Type Piggyback Base Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299058 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-_Q8YA4tjzZSNdilqD2kb8PKvx2E_PwRrNhZffOydfP? Scale = 1:80.1 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 6x8 1.5x8 STP 1.5x8 STP 5x8 6x8 5x8 3x6 6x8 6x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 5x6 6x8 4x6 8-9-0 8-9-0 17-11-12 9-2-12 27-2-8 9-2-12 35-9-4 8-6-12 44-4-0 8-6-12 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 33-2-14 5-6-9 38-9-7 5-6-9 44-4-0 5-6-9 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:Edge,0-4-8], [14:0-5-4,0-3-8], [16:0-5-8,0-3-8], [17:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.47 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.27 0.11 (loc) 15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 5-14, 7-14, 1-17, 1-16, 9-11 REACTIONS. (size)17=0-8-0, 11=0-8-0 Max Horz 17=258(LC 9) Max Uplift 17=-796(LC 10), 11=-755(LC 10) Max Grav 17=1630(LC 1), 11=1690(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1383/1049, 2-3=-1194/1072, 3-5=-2387/1784, 5-6=-1831/1536, 6-7=-2052/1591, 7-9=-2417/1649, 9-10=-346/282, 1-17=-1552/1229, 10-11=-305/303 BOT CHORD 16-17=-252/283, 15-16=-996/1984, 14-15=-1255/2349, 12-14=-1204/1998, 11-12=-1257/1993 WEBS 2-16=0/323, 3-16=-1473/952, 3-15=-521/1023, 5-15=0/401, 5-14=-889/459, 6-14=-300/576, 7-14=-489/397, 1-16=-948/1393, 9-11=-2189/1389 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-5-1, Exterior(2) 21-5-1 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=796, 11=755. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A21 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299059 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-SciwNPtLktaDFsK0nlFqgdt4gSa78Nh_cLIDBrydfP_ Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 18 19 20 21 22 23 24 25 6x8 1.5x8 STP 5x8 6x8 5x8 3x6 6x8 6x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 5x6 4x6 7x10 8-9-0 8-9-0 17-11-12 9-2-12 27-2-8 9-2-12 35-5-7 8-2-15 44-2-0 8-8-9 44-4-0 0-2-0 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 33-2-14 5-6-9 38-9-7 5-6-9 44-4-0 5-6-9 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [11:Edge,0-4-8], [14:0-5-4,0-3-8], [16:0-5-8,0-3-8], [17:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.47 0.89 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 -0.28 0.11 (loc) 15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-16, 5-14, 7-14, 9-11, 1-17, 1-16 REACTIONS. (size)17=0-8-0, 11=0-11-5 Max Horz 17=258(LC 9) Max Uplift 17=-796(LC 10), 11=-755(LC 10) Max Grav 17=1630(LC 1), 11=1687(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1383/1049, 2-3=-1194/1072, 3-5=-2387/1784, 5-6=-1827/1537, 6-7=-2051/1591, 7-9=-2409/1648, 9-10=-351/277, 1-17=-1552/1229, 10-11=-307/301 BOT CHORD 16-17=-252/283, 15-16=-996/1984, 14-15=-1255/2350, 12-14=-1202/2000, 11-12=-1260/1984 WEBS 2-16=0/323, 3-16=-1473/952, 3-15=-521/1023, 5-15=0/403, 5-14=-890/459, 6-14=-300/574, 7-14=-494/395, 9-11=-2172/1397, 1-16=-948/1393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-5-1, Exterior(2) 21-5-1 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=796, 11=755. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A22 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299060 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-woGIbluzVBi4t0uCLTm3DqQFhswgtoK8q?2miHydfOz Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 1920 21 22 23 24 25 6x8 1.5x8 STP 1.5x8 STP 5x8 6x8 5x8 3x6 6x8 5x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 6x8 5x6 2x4 5x6 8-9-0 8-9-0 17-11-12 9-2-12 27-2-8 9-2-12 34-10-3 7-7-11 42-0-0 7-1-13 42-4-0 0-4-0 44-4-0 2-0-0 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 34-10-3 7-1-13 42-0-0 7-1-13 44-4-0 2-4-0 6- 4 - 3 10 - 0 - 0 1- 8 - 3 2- 3 - 1 1 10 - 0 - 0 6.00 12 3.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-4-8], [14:0-2-15,0-2-8], [15:0-5-4,0-3-8], [17:0-5-8,0-3-8], [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.61 0.45 1.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.14 -0.23 0.09 (loc) 16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 361 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 5-15, 7-15, 1-18, 1-17 REACTIONS. (size)18=0-8-0, 12=0-8-0 Max Horz 18=258(LC 9) Max Uplift 18=-757(LC 10), 12=-795(LC 10) Max Grav 18=1544(LC 1), 12=1763(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1303/995, 2-3=-1117/1020, 3-5=-2177/1641, 5-6=-1562/1377, 6-7=-1815/1395, 7-9=-1863/1267, 1-18=-1466/1171 BOT CHORD 17-18=-253/283, 16-17=-895/1835, 15-16=-1099/2120, 13-15=-921/1564 WEBS 2-17=0/297, 3-17=-1337/859, 3-16=-426/885, 5-16=-9/435, 5-15=-914/472, 6-15=-158/459, 7-13=-364/388, 9-13=-941/1561, 9-12=-1650/1205, 1-17=-889/1307 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=44ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-6-15, Interior(1) 13-6-15 to 21-5-1, Exterior(2) 21-5-1 to 33-11-9, Interior(1) 33-11-9 to 39-9-1, Exterior(2) 39-9-1 to 44-2-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=757, 12=795. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A23 Truss Type Piggyback Base Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299061 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-O?qho5vbGUrxU9TOuAHIm2yOeGEKcITH3fnKFjydfOy Scale = 1:80.5 1 2 3 4 5 6 7 8 9 10 18 17 16 15 14 13 12 11 19 20 21 22 23 24 25 26 27 28 29 6x8 1.5x8 STP 1.5x8 STP 5x8 6x8 5x8 3x6 5x8 5x8 4x6 4x6 4x6 5x8 4x6 4x6 4x6 5x6 6x12 MT20HS5x8 7-3-11 7-3-11 17-6-0 10-2-5 27-8-5 10-2-5 36-4-3 8-7-13 45-0-0 8-7-13 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 33-5-9 5-9-4 39-2-12 5-9-4 45-0-0 5-9-4 6- 4 - 3 10 - 0 - 0 1- 4 - 3 10 - 0 - 0 6.00 12 Plate Offsets (X,Y)-- [10:0-0-14,0-1-12], [11:Edge,0-3-8], [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.62 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.08 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 368 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 5-15, 5-14, 7-14, 1-18, 1-17, 9-11 REACTIONS. (size)18=0-8-0, 11=0-8-0 Max Horz 18=-268(LC 10) Max Uplift 18=-808(LC 10), 11=-767(LC 10) Max Grav 18=1798(LC 15), 11=1855(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1370/973, 2-3=-1198/1010, 3-5=-2089/1509, 5-6=-2158/1580, 6-7=-2437/1649, 7-9=-2852/1763, 9-10=-596/415, 1-18=-1690/1234, 10-11=-435/376 BOT CHORD 17-18=-264/302, 15-17=-826/1886, 14-15=-1025/2107, 12-14=-1276/2349, 11-12=-1395/2426 WEBS 2-17=0/339, 3-17=-1223/732, 3-15=-241/728, 5-15=-306/352, 5-14=-300/113, 6-14=-322/747, 7-14=-528/455, 1-17=-915/1521, 9-11=-2381/1375 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-8-1, Interior(1) 13-8-1 to 21-3-15, Exterior(2) 21-3-15 to 34-0-11, Interior(1) 34-0-11 to 40-4-4, Exterior(2) 40-4-4 to 44-10-4 zone;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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=808, 11=767. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A24 Truss Type Piggyback Base Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299062 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:35 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-KNxRDnwsn65fkTdn0bKmrT2mY3vr4C4aWzGQJcydfOw Scale = 1:80.0 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 22 23 24 25 26 27 28 29 30 6x8 1.5x8 STP 6x8 3x6 5x8 5x8 6x8 3x6 5x6 7-3-11 7-3-11 17-6-0 10-2-5 27-8-5 10-2-5 36-2-3 8-5-13 44-8-0 8-5-13 45-0-0 0-4-0 47-0-0 2-0-0 7-3-11 7-3-11 14-1-4 6-9-9 20-10-12 6-9-9 27-8-5 6-9-9 33-4-3 5-7-14 39-0-2 5-7-14 44-8-0 5-7-14 47-0-0 2-4-0 6- 4 - 3 10 - 0 - 0 0- 4 - 3 10 - 0 - 0 6.00 12 Plate Offsets (X,Y)-- [12:0-3-8,0-4-8], [19:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.63 0.61 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.15 -0.27 0.08 (loc) 15-16 15-16 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 377 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-18, 5-16, 5-15, 7-15, 9-12, 1-19, 1-18 REACTIONS. (size)19=Mechanical, 12=0-8-0 Max Horz 19=-318(LC 10) Max Uplift 19=-804(LC 10), 12=-837(LC 10) Max Grav 19=1791(LC 15), 12=2022(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1362/971, 2-3=-1193/1008, 3-5=-2071/1502, 5-6=-2130/1561, 6-7=-2404/1630, 7-9=-2762/1692, 9-10=-544/381, 10-11=-337/115, 1-19=-1684/1231 BOT CHORD 18-19=-288/359, 16-18=-764/1888, 15-16=-958/2104, 13-15=-1178/2274, 12-13=-1227/2301, 11-12=-138/374 WEBS 2-18=0/336, 3-18=-1211/729, 3-16=-233/718, 5-16=-295/344, 5-15=-307/105, 6-15=-320/737, 7-15=-493/430, 9-12=-2337/1322, 10-12=-505/548, 1-18=-912/1511 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 14-1-4, Interior(1) 14-1-4 to 20-10-12, Exterior(2) 20-10-12 to 34-4-1, Interior(1) 34-4-1 to 42-0-4, Exterior(2) 42-0-4 to 46-8-11 zone;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 4x6 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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=804, 12=837. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A25 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299063 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-paVpR7xUYPDWLdCzaIr?Ngau1TGspgKjld0_r2ydfOv Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 11 19 18 17 16 15 14 13 12 20 21 22 23 24 25 26 27 28 29 30 2x4 1.5x8 STP 6x8 5x8 6x8 5x8 5x8 5x8 4x6 4x6 4x6 4x6 5x8 4x6 4x6 4x6 6x8 6x12 MT20HS 5x8 9-0-0 9-0-0 17-6-0 8-6-0 26-0-0 8-6-0 35-6-0 9-6-0 45-0-0 9-6-0 4-6-0 4-6-0 9-0-0 4-6-0 14-8-0 5-8-0 20-4-0 5-8-0 26-0-0 5-8-0 32-4-0 6-4-0 38-8-0 6-4-0 45-0-0 6-4-0 6- 4 - 3 10 - 1 0 - 3 1- 4 - 3 10 - 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [11:0-0-14,0-1-12], [12:Edge,0-3-8], [19:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.78 0.56 0.74 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.16 -0.28 0.08 (loc) 13-15 13-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 390 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-18, 6-16, 6-15, 8-15, 2-19, 10-12 REACTIONS. (size)19=Mechanical, 12=0-8-0 Max Horz 19=302(LC 9) Max Uplift 19=-808(LC 10), 12=-767(LC 10) Max Grav 19=1834(LC 15), 12=1869(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1485/1152, 3-4=-1312/1113, 4-6=-1928/1479, 6-7=-2066/1553, 7-8=-2341/1611, 8-10=-2882/1760, 10-11=-634/445, 11-12=-462/404 BOT CHORD 18-19=-287/1052, 16-18=-768/1812, 15-16=-912/1962, 13-15=-1239/2320, 12-13=-1400/2482 WEBS 2-18=-342/949, 3-18=-179/436, 4-18=-1032/649, 4-16=-232/665, 6-16=-339/315, 7-15=-311/703, 8-15=-639/507, 8-13=-55/324, 2-19=-1767/1254, 10-12=-2395/1351 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 15-4-6, Interior(1) 15-4-6 to 19-7-10, Exterior(2) 19-7-10 to 32-4-0, Interior(1) 32-4-0 to 40-4-4, Exterior(2) 40-4-4 to 44-10-4 zone;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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 19=808, 12=767. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A26 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299064 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:37 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-Hm3BeTy6JjLNznnA70MEwu73GtaHY50t_HlXOUydfOu Scale = 1:79.1 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 6x8 5x8 6x8 5x8 3x6 5x8 5x8 4x6 4x6 4x6 5x8 4x6 4x6 2x4 5x6 8x14 MT20HS 5x6 5x8 7-0-0 7-0-0 17-6-0 10-6-0 28-0-0 10-6-0 36-6-0 8-6-0 45-0-0 8-6-0 7-0-0 7-0-0 14-0-0 7-0-0 21-0-0 7-0-0 28-0-0 7-0-0 33-8-0 5-8-0 39-4-0 5-8-0 45-0-0 5-8-0 6- 4 - 3 9- 1 0 - 3 1- 4 - 3 9- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [18:0-4-8,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.81 0.68 0.84 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.18 -0.31 0.10 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 362 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 5-15, 5-14, 7-14, 1-18, 1-17 REACTIONS. (size)18=Mechanical, 11=Mechanical Max Horz 18=-272(LC 10) Max Uplift 18=-811(LC 10), 11=-769(LC 10) Max Grav 18=1802(LC 15), 11=1860(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1351/953, 2-3=-1183/986, 3-5=-2137/1522, 5-6=-2197/1595, 6-7=-2487/1671, 7-9=-2801/1743, 9-11=-2886/1750, 1-18=-1704/1231 BOT CHORD 17-18=-260/311, 15-17=-839/1916, 14-15=-1050/2155, 12-14=-1300/2390, 11-12=-1370/2403 WEBS 2-17=0/332, 3-17=-1266/765, 3-15=-244/742, 5-15=-311/361, 5-14=-313/105, 6-14=-340/787, 7-14=-530/464, 1-17=-918/1529 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 13-4-6, Interior(1) 13-4-6 to 21-7-10, Exterior(2) 21-7-10 to 34-4-6, Interior(1) 34-4-6 to 40-6-0, Exterior(2) 40-6-0 to 45-0-0 zone;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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=811, 11=769. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A27 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299065 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:38 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-lydaspzk41TEbxMMhjtTS5gFiHsTHZa0DxV5wxydfOt Scale = 1:78.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 2x4 6x8 5x8 6x8 4x10 MT20HS 5x8 5x8 2x4 4x6 4x6 4x6 5x8 4x6 2x4 6x8 8x12 5x6 5x8 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 37-6-0 7-6-0 45-0-0 7-6-0 5-0-0 5-0-0 10-0-0 5-0-0 16-8-0 6-8-0 23-4-0 6-8-0 30-0-0 6-8-0 37-6-0 7-6-0 45-0-0 7-6-0 6- 4 - 3 8- 1 0 - 3 1- 4 - 3 8- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [8:0-2-7,0-2-0], [18:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.77 0.94 0.82 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.19 -0.33 0.11 (loc) 13-15 13-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 357 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-17, 3-17, 4-17, 6-15, 6-13, 9-13, 2-18 REACTIONS. (size)18=Mechanical, 11=Mechanical Max Horz 18=-272(LC 10) Max Uplift 18=-811(LC 10), 11=-769(LC 10) Max Grav 18=1784(LC 15), 11=1792(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1690/1220, 3-4=-1690/1220, 4-6=-2430/1660, 6-7=-2255/1643, 7-9=-2524/1680, 9-11=-2787/1768 BOT CHORD 17-18=-247/1026, 15-17=-1068/2240, 13-15=-1208/2318, 12-13=-1390/2349, 11-12=-1390/2349 WEBS 2-17=-840/1588, 3-17=-326/343, 4-17=-929/627, 4-15=-135/438, 6-13=-501/175, 7-13=-250/676, 9-13=-304/343, 2-18=-1774/1182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 11-4-6, Interior(1) 11-4-6 to 23-7-10, Exterior(2) 23-7-10 to 36-4-6, Interior(1) 36-4-6 to 40-6-0, Exterior(2) 40-6-0 to 45-0-0 zone;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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=811, 11=769. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A28 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299066 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:40 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-hLlKGU__cejyqEWlp8vxYWlYz4bBlV9JgF_B_pydfOr Scale = 1:81.2 1 2 3 4 5 6 7 8 9 10 17 16 15 14 13 12 11 22 23 24 25 26 27 28 29 30 31 32 33 2x4 6x8 5x8 6x8 8x14 MT20HS 5x6 5x8 5x8 2x4 4x6 4x6 4x6 4x6 4x6 2x4 6x8 5x8 10-2-2 10-2-2 17-6-0 7-3-14 27-0-0 9-6-0 36-0-0 9-0-0 45-0-0 9-0-0 3-0-0 3-0-0 10-2-2 7-2-2 17-6-0 7-3-14 24-9-5 7-3-5 32-0-0 7-2-11 38-6-0 6-6-0 45-0-0 6-6-0 6- 4 - 3 7- 1 0 - 3 1- 4 - 3 7- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [17:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.85 0.73 0.69 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.21 -0.36 0.12 (loc) 11-13 13-14 10 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 348 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-16, 4-16, 6-14, 7-11, 2-17 REACTIONS. (size)10=Mechanical, 17=Mechanical Max Horz 17=-272(LC 10) Max Uplift 10=-769(LC 10), 17=-811(LC 10) Max Grav 10=1826(LC 16), 17=1751(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1917/1303, 3-4=-1917/1303, 4-6=-2634/1739, 6-7=-2713/1802, 7-8=-2746/1809, 8-10=-2870/1819 BOT CHORD 16-17=-55/720, 14-16=-1249/2578, 13-14=-1396/2656, 11-13=-1189/2227, 10-11=-1434/2403 WEBS 2-16=-1087/1885, 3-16=-414/439, 4-16=-1020/619, 4-14=-69/394, 6-13=-399/276, 7-13=-222/800, 7-11=-145/265, 8-11=-128/323, 2-17=-1662/1197 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 9-4-6, Interior(1) 9-4-6 to 25-7-10, Exterior(2) 25-7-10 to 38-7-9, Interior(1) 38-7-9 to 40-6-0, Exterior(2) 40-6-0 to 45-0-0 zone;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, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=769, 17=811. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A29 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299067 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-9XJiUq?cNyrpSO4xMsRA4kIjfUwiUtxSvvjlXGydfOq Scale = 1:79.4 8 9 10 11 1 2 3 4 5 6 7 18 17 16 15 14 13 12 23 24 33 34 35 36 25 26 27 28 29 30 31 32 6x8 2x4 6x8 8x14 MT20HS 5x6 5x8 4x6 4x6 4x6 4x6 4x6 2x4 5x8 4x6 2x4 5x8 5x8 5x8 9-11-1 9-11-1 18-0-0 8-0-15 27-1-15 9-1-15 36-0-0 8-10-1 45-0-0 9-0-0 6-10-1 6-10-1 13-7-3 6-9-2 20-4-13 6-9-10 27-1-15 6-9-2 34-0-0 6-10-1 39-6-0 5-6-0 45-0-0 5-6-0 6- 1 0 - 3 1- 4 - 3 6- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [8:0-4-0,0-3-4], [18:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MS 0.85 0.71 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.23 -0.37 0.12 (loc) 12-14 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 334 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-8 oc bracing. WEBS 1 Row at midpt 2-18, 5-14 REACTIONS. (size)18=Mechanical, 11=Mechanical Max Horz 18=-296(LC 10) Max Uplift 18=-814(LC 10), 11=-766(LC 10) Max Grav 18=1724(LC 16), 11=1770(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 8-9=-2650/1672, 9-11=-2738/1718, 2-4=-2120/1238, 4-5=-2949/1787, 5-7=-3003/1925, 7-8=-3003/1925 BOT CHORD 17-18=-577/1584, 15-17=-1186/2550, 14-15=-1512/2953, 12-14=-1192/2231, 11-12=-1350/2278 WEBS 2-18=-2145/1359, 2-17=-576/1275, 4-17=-949/718, 4-15=-337/632, 5-15=-333/385, 7-14=-371/385, 8-14=-442/1014 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 29-6-0, Exterior(2) 29-6-0 to 38-6-0, Interior(1) 38-6-0 to 40-6-0, Exterior(2) 40-6-0 to 45-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=814, 11=766. September 14,2020 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 2391549 Truss A30 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299068 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-5wQTvW1tvZ5XhiEJUHTe99N5LIeYynOlMDCrb8ydfOo Scale = 1:79.4 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 23 24 25 26 27 28 29 30 31 32 33 34 6x8 2x4 5x8 6x8 8x14 MT20HS 5x6 5x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 5x8 2x4 5x8 5x8 9-0-0 9-0-0 18-0-0 9-0-0 27-0-0 9-0-0 36-0-0 9-0-0 45-0-0 9-0-0 7-2-6 7-2-6 14-4-13 7-2-6 21-7-3 7-2-6 28-9-10 7-2-6 36-0-0 7-2-6 40-6-0 4-6-0 45-0-0 4-6-0 5- 1 0 - 3 1- 4 - 3 5- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [18:Edge,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.62 0.97 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.28 -0.42 0.13 (loc) 14-15 14-15 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 323 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 SLIDER Right 2x8 SP 2400F 2.0E 1-11-12 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-18, 4-17, 7-12 REACTIONS. (size)18=Mechanical, 11=Mechanical Max Horz 18=-243(LC 10) Max Uplift 18=-807(LC 10), 11=-773(LC 10) Max Grav 18=1660(LC 1), 11=1690(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2219/1353, 4-5=-3324/2065, 5-7=-3362/2175, 7-8=-2326/1646, 8-9=-2551/1704, 9-11=-2509/1714 BOT CHORD 17-18=-842/1878, 15-17=-1573/3015, 14-15=-1907/3469, 12-14=-1819/3219, 11-12=-1328/2052 WEBS 2-18=-2329/1492, 2-17=-495/1119, 4-17=-1143/811, 4-15=-247/566, 5-15=-304/354, 7-14=-33/438, 7-12=-1214/665, 8-12=-313/735, 9-12=-68/355 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 31-6-0, Exterior(2) 31-6-0 to 45-0-0 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=807, 11=773. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A31 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299069 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-a6_r6s1VgtDNJspW2__tiMwEEiyRhFtvbtyP7aydfOn Scale = 1:79.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 18 19 20 21 6x8 1.5x8 STP 3x4 5x8 6x8 5x8 4x6 4x6 4x6 4x6 4x6 4x6 4x6 6x8 8x14 MT20HS 5x8 5x8 9-6-0 9-6-0 19-0-0 9-6-0 28-6-0 9-6-0 38-0-0 9-6-0 45-0-0 7-0-0 7-7-3 7-7-3 15-2-6 7-7-3 22-9-10 7-7-3 30-4-13 7-7-3 38-0-0 7-7-3 45-0-0 7-0-0 4- 1 0 - 3 1- 4 - 3 4- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [10:0-0-0,0-1-12], [10:Edge,0-3-8], [12:0-3-0,0-2-8], [17:Edge,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.89 0.71 0.96 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.57 0.14 (loc) 13-14 13-14 10 l/defl >999 >939 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 310 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 7-11 2 Rows at 1/3 pts 2-17 REACTIONS. (size)17=Mechanical, 10=0-8-0 Max Horz 17=-185(LC 10) Max Uplift 17=-798(LC 10), 10=-776(LC 10) Max Grav 17=1654(LC 1), 10=1654(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-2804/1682, 4-5=-4093/2491, 5-7=-3918/2470, 7-8=-2307/1619, 8-9=-2611/1653, 9-10=-1572/1107 BOT CHORD 16-17=-1230/2392, 14-16=-2099/3788, 13-14=-2421/4236, 11-13=-2167/3729, 10-11=-322/396 WEBS 2-17=-2734/1720, 2-16=-456/1039, 4-16=-1241/868, 4-14=-185/493, 5-14=-218/307, 5-13=-401/279, 7-13=-83/532, 7-11=-1659/956, 8-11=-257/761, 9-11=-1017/1884 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=45ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 4-7-12, Interior(1) 4-7-12 to 33-6-0, Exterior(2) 33-6-0 to 44-10-4 zone;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=798, 10=776. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss A32G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299070 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tSvUaF7u006OfwrsyycWUriWYWLhqOJwCS8HthydfOg Scale = 1:78.4 1 2 3 4 5 6 7 8 9 17 16 15 14 13 12 11 10 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 7x10 1.5x8 STP 3x4 6x8 5x6 7x10 5x8 3x6 10-0-0 10-0-0 20-0-0 10-0-0 30-0-0 10-0-0 40-0-0 10-0-0 44-8-0 4-8-0 45-0-0 0-4-0 47-0-0 2-0-0 6-7-9 6-7-9 16-0-0 9-4-6 24-0-0 8-0-0 33-4-6 9-4-6 40-0-0 6-7-9 44-8-0 4-8-0 47-0-0 2-4-0 3- 1 0 - 3 0- 4 - 3 3- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [5:0-5-0,0-4-8], [10:0-4-4,0-1-8], [17:0-5-0,0-4-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.57 0.74 0.98 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.61 -0.59 -0.13 (loc) 13-14 13-14 10 l/defl >869 >900 n/a L/d 240 180 n/a PLATES MT20 Weight: 617 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 1-17: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-5-10 oc bracing. REACTIONS. (size)17=Mechanical, 10=0-8-0 Max Horz 17=-182(LC 24) Max Uplift 17=-1895(LC 8), 10=-1867(LC 8) Max Grav 17=2434(LC 29), 10=2444(LC 29) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-5339/4148, 4-5=-7517/6042, 5-6=-6640/5367, 6-7=-3052/2544, 7-8=-3341/2716, 8-9=-256/261 BOT CHORD 16-17=-3068/4026, 14-16=-5645/7119, 13-14=-6127/7614, 11-13=-4698/5786 WEBS 2-17=-4405/3623, 2-16=-1274/1913, 4-16=-2025/1928, 4-14=-290/636, 5-14=-127/356, 5-13=-1139/1082, 6-13=-691/1200, 6-11=-3140/2652, 7-11=-786/1126, 8-11=-2107/2721, 8-10=-2223/1749 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=47ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are 4x6 MT20 unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1895, 10=1867. Continued on page 2 September 14,2020 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 2391549 Truss A32G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299070 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:44:51 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tSvUaF7u006OfwrsyycWUriWYWLhqOJwCS8HthydfOg NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 135 lb down and 157 lb up at 1-11-4, 135 lb down and 157 lb up at 3-11-4, 135 lb down and 157 lb up at 5-11-4, 135 lb down and 157 lb up at 7-11-4, 135 lb down and 157 lb up at 9-11-4, 118 lb down and 146 lb up at 11-11-4, 118 lb down and 146 lb up at 13-11-4, 118 lb down and 146 lb up at 15-11-4, 118 lb down and 146 lb up at 17-11-4, 118 lb down and 146 lb up at 19-11-4, 118 lb down and 146 lb up at 21-11-4, 118 lb down and 146 lb up at 23-11-4, 118 lb down and 146 lb up at 25-11-4, 118 lb down and 146 lb up at 27-11-4, 118 lb down and 146 lb up at 29-11-4, 118 lb down and 146 lb up at 31-11-4, 118 lb down and 146 lb up at 33-11-4, 118 lb down and 146 lb up at 35-11-4, and 118 lb down and 146 lb up at 37-11-4, and 255 lb down and 331 lb up at 40-0-0 on top chord, and 50 lb down and 25 lb up at 1-11-4, 50 lb down and 25 lb up at 3-11-4, 50 lb down and 25 lb up at 5-11-4, 50 lb down and 25 lb up at 7-11-4, 50 lb down and 25 lb up at 9-11-4, 31 lb down and 19 lb up at 11-11-4, 31 lb down and 19 lb up at 13-11-4, 31 lb down and 19 lb up at 15-11-4, 31 lb down and 19 lb up at 17-11-4, 31 lb down and 19 lb up at 19-11-4, 31 lb down and 19 lb up at 21-11-4, 31 lb down and 19 lb up at 23-11-4, 31 lb down and 19 lb up at 25-11-4, 31 lb down and 19 lb up at 27-11-4, 31 lb down and 19 lb up at 29-11-4, 31 lb down and 19 lb up at 31-11-4, 31 lb down and 19 lb up at 33-11-4, 31 lb down and 19 lb up at 35-11-4, and 31 lb down and 19 lb up at 37-11-4, and 67 lb down and 95 lb up at 39-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-54, 7-9=-54, 9-17=-20 Concentrated Loads (lb) Vert: 3=-41(B) 7=-83(B) 15=-12(B) 16=-35(B) 4=-41(B) 14=-12(B) 5=-41(B) 13=-12(B) 11=-12(B) 20=-69(B) 21=-69(B) 22=-69(B) 23=-69(B) 24=-69(B) 25=-41(B) 28=-41(B) 29=-41(B) 30=-41(B) 31=-41(B) 32=-41(B) 33=-41(B) 34=-41(B) 35=-41(B) 36=-41(B) 37=-41(B) 38=-35(B) 39=-35(B) 40=-35(B) 41=-35(B) 42=-12(B) 43=-12(B) 44=-12(B) 45=-12(B) 46=-12(B) 47=-12(B) 48=-12(B) 49=-12(B) 50=-12(B) 51=-12(B) 52=-12(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss B1GE Truss Type GABLE Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299071 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tkRv83KY0FFzBYf7S1QVgQvT3NCLI9HR6bmg_BydfOP Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 21 22 23 2431 20 191870 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 5x8 1.5x8 STP 1.5x8 STP 5x6 5x8 4x6 5x8 5x8 4x6 6x8 5x8 4x6 6x8 4x6 5x8 3x8 3x8 2-0-0 2-0-0 2-4-0 0-4-0 13-2-11 10-10-11 24-1-5 10-10-11 35-0-0 10-10-11 35-4-0 0-4-0 37-4-0 2-0-0 2-4-0 2-4-0 7-9-5 5-5-5 13-2-11 5-5-5 18-8-0 5-5-5 24-1-5 5-5-5 29-6-11 5-5-5 35-0-0 5-5-5 37-4-0 2-4-0 0- 4 - 3 9- 8 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [6:0-2-0,0-0-8], [12:0-3-8,0-4-0], [17:0-3-8,0-4-0], [25:0-1-8,0-1-0], [29:0-1-8,0-1-0], [33:0-1-8,0-1-0], [41:0-1-8,0-1-0], [50:0-1-8,0-1-0], [54:0-1-8,0-1-0], [61:0-1-8,0-1-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.32 0.50 0.67 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.32 0.30 -0.05 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 798 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): 18, 19, 20, 21, 22, 23, 24, 31 REACTIONS. (size)12=0-8-0, 17=0-8-0 Max Horz 17=-372(LC 6) Max Uplift 12=-3103(LC 8), 17=-3104(LC 8) Max Grav 12=1608(LC 1), 17=1607(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-327/1580, 2-3=-439/1657, 3-5=-2002/3911, 5-6=-2048/4104, 6-7=-2047/4105, 7-9=-2000/3912, 9-10=-435/1660, 10-11=-321/1585 BOT CHORD 1-17=-1330/335, 15-17=-3266/1769, 14-15=-2203/1312, 12-14=-3267/1768, 11-12=-1333/331 WEBS 6-21=-1971/900, 14-21=-1995/908, 14-22=-417/350, 7-22=-417/350, 9-23=-260/265, 9-24=-1575/2125, 12-24=-1719/2316, 10-12=-353/162, 15-31=-1993/910, 6-31=-1969/902, 15-20=-418/350, 5-20=-418/350, 3-19=-260/263, 17-18=-1717/2318, 3-18=-1573/2127, 2-17=-356/164 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) 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. 6) All plates are 2x4 MT20 unless otherwise indicated. 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) except (jt=lb) 12=3103, 17=3104. Continued on page 2 September 14,2020 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 2391549 Truss B1GE Truss Type GABLE Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299071 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:08 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tkRv83KY0FFzBYf7S1QVgQvT3NCLI9HR6bmg_BydfOP NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 307 lb up at 4-0-0, and 79 lb down and 307 lb up at 33-4-0 on top chord, and 35 lb down and 372 lb up at 4-0-0, 113 lb up at 6-0-12, 113 lb up at 8-0-12, 113 lb up at 10-0-12, 113 lb up at 12-0-12, 113 lb up at 14-0-12, 113 lb up at 16-0-12, 113 lb up at 18-0-12, 113 lb up at 19-3-4, 113 lb up at 21-3-4, 113 lb up at 23-3-4, 113 lb up at 25-3-4, 113 lb up at 27-3-4, 113 lb up at 29-3-4, and 113 lb up at 31-3-4, and 35 lb down and 372 lb up at 33-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-11=-54, 1-11=-70(F=-50) Concentrated Loads (lb) Vert: 16=50(F) 13=50(F) 70=126(F) 71=126(F) 72=200(F) 73=50(F) 74=50(F) 75=50(F) 76=50(F) 77=50(F) 78=50(F) 79=50(F) 80=50(F) 81=50(F) 82=50(F) 83=50(F) 84=50(F) 85=200(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss B2 Truss Type Common Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299072 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:09 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-Lw?IMPLAnYNqpiDJ?kxkDeSaDnXq1ctaLFVEWeydfOO Scale = 1:66.6 1 2 3 4 5 6 7 8 9 10 11 17 16 15 14 13 12 22 23 24 25 26 27 4x6 1.5x8 STP 1.5x8 STP 5x6 4x6 4x6 5x8 2x4 6x8 4x6 5x8 2x4 2x4 5x8 4x6 6x8 2x4 4x6 5x8 2-0-0 2-0-0 2-4-0 0-4-0 13-2-11 10-10-11 24-1-6 10-10-11 35-0-0 10-10-10 35-4-0 0-4-0 37-4-0 2-0-0 2-4-0 2-4-0 7-9-5 5-5-5 13-2-11 5-5-5 18-8-0 5-5-5 24-1-5 5-5-5 29-6-11 5-5-5 35-0-0 5-5-5 37-4-0 2-4-0 0- 4 - 3 9- 8 - 3 0- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [4:0-3-0,Edge], [8:0-3-0,Edge], [12:0-3-8,0-4-8], [17:0-3-8,0-4-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.62 0.55 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.32 -0.05 (loc) 14-15 14-15 12 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 239 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-17, 6-15, 6-14, 9-12 REACTIONS. (size)17=0-8-0, 12=0-8-0 Max Horz 17=378(LC 9) Max Uplift 17=-1288(LC 10), 12=-1288(LC 10) Max Grav 17=1381(LC 1), 12=1381(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-252/461, 2-3=-262/631, 3-5=-1578/2419, 5-6=-1580/2608, 6-7=-1580/2608, 7-9=-1578/2419, 9-10=-262/631, 10-11=-252/461 BOT CHORD 1-17=-375/219, 15-17=-1843/1377, 14-15=-1252/1039, 12-14=-1843/1377, 11-12=-375/219 WEBS 2-17=-368/334, 3-17=-1520/1800, 5-15=-377/375, 6-15=-1131/676, 6-14=-1131/676, 7-14=-376/375, 9-12=-1520/1800, 10-12=-367/334 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-8-13, Interior(1) 3-8-13 to 14-11-3, Exterior(2) 14-11-3 to 22-4-13, Interior(1) 22-4-13 to 33-7-3, Exterior(2) 33-7-3 to 37-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 17=1288, 12=1288. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C1G Truss Type Hip Girder Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299073 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-DhEoCnOhrntGHJX5Ea?gNUcEaOs4zS5AGtTRfPydfOK Scale = 1:54.6 1 2 3 4 5 6 7 8 9 10 22 21 20 19 18 17 16 15 14 13 12 11 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 1.5x8 STP 1.5x8 STP 5x8 4x6 2x4 3x6 2x4 2x4 4x6 5x8 5x12 3x8 4x12 4x6 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 12-8-0 5-8-0 18-0-0 5-4-0 18-4-0 0-4-0 26-0-0 7-8-0 28-3-0 2-3-0 28-7-0 0-4-0 30-8-0 2-1-0 31-0-0 0-4-0 33-0-0 2-0-0 2-4-0 2-4-0 7-0-0 4-8-0 12-8-0 5-8-0 18-4-0 5-8-0 26-0-0 7-8-0 28-3-0 2-3-0 30-8-0 2-5-0 33-0-0 2-4-0 0- 4 - 3 3- 1 0 - 3 0- 4 - 3 1- 0 - 0 3- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [3:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.66 0.66 0.57 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.27 -0.27 -0.09 (loc) 17 15-16 11 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 357 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-18,8-12: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 16-18, 12-14 REACTIONS. (size)22=0-8-0, 11=0-8-0 Max Horz 22=-139(LC 6) Max Uplift 22=-1138(LC 8), 11=-1102(LC 8) Max Grav 22=1582(LC 36), 11=1594(LC 37) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1828/1485, 3-4=-2699/2284, 4-5=-4000/3308, 5-7=-2325/1833, 7-8=-2536/1949, 8-9=-2128/1616 BOT CHORD 19-21=-1180/1646, 18-19=-297/336, 15-16=-3262/4212, 14-15=-1370/1883, 8-14=-345/240 WEBS 2-22=-1485/1166, 2-21=-1249/1648, 3-21=-272/298, 3-19=-1088/1366, 4-19=-1034/973, 16-19=-1868/2495, 4-16=-1100/1408, 5-15=-1986/1698, 7-15=-340/677, 8-15=-330/444, 11-14=-345/210, 9-14=-1462/2039, 9-11=-1348/997 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1138, 11=1102. Continued on page 2 September 14,2020 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 2391549 Truss C1G Truss Type Hip Girder Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299073 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:13 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-DhEoCnOhrntGHJX5Ea?gNUcEaOs4zS5AGtTRfPydfOK NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 118 lb down and 155 lb up at 7-0-0, 118 lb down and 146 lb up at 9-0-12, 118 lb down and 146 lb up at 11-0-12, 118 lb down and 146 lb up at 13-0-12, 118 lb down and 146 lb up at 15-0-12, 118 lb down and 146 lb up at 16-6-0, 118 lb down and 146 lb up at 17-11-4, 137 lb down and 158 lb up at 19-11-4, 137 lb down and 158 lb up at 21-11-4, and 137 lb down and 158 lb up at 23-11-4, and 137 lb down and 167 lb up at 26-0-0 on top chord, and 67 lb down and 95 lb up at 7-0-0, 31 lb down and 19 lb up at 9-0-12, 31 lb down and 19 lb up at 11-0-12, 31 lb down and 19 lb up at 13-0-12, 31 lb down and 19 lb up at 15-0-12, 31 lb down and 19 lb up at 16-6-0, 31 lb down and 19 lb up at 17-10-4, 17 lb down at 19-11-4, 17 lb down at 21-11-4, and 17 lb down at 23-11-4, and 38 lb down at 25-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-7=-54, 7-10=-54, 18-23=-20, 17-18=-20, 14-16=-20, 12-13=-20, 12-26=-20 Concentrated Loads (lb) Vert: 3=-41(F) 7=-50(F) 18=-12(F) 5=-41(F) 21=-12(F) 15=-14(F) 29=-41(F) 30=-41(F) 31=-41(F) 32=-41(F) 33=-41(F) 34=-50(F) 35=-50(F) 36=-50(F) 37=-12(F) 38=-12(F) 39=-12(F) 40=-12(F) 41=-12(F) 42=-7(F) 43=-7(F) 44=-7(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss C2 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299074 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:14 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-htoBP6PJc5?7vT6HoHXvwh9SDo7CiuNJUXD_BrydfOJ Scale = 1:54.5 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 22 23 24 25 26 3x4 1.5x8 STP 1.5x8 STP 4x6 4x6 5x6 3x6 2x4 2x4 5x12 2x4 2x4 2x4 6x8 5x8 3x4 5x12 6x8 2-0-0 2-0-0 2-4-0 0-4-0 13-4-0 11-0-0 18-0-0 4-8-0 18-4-0 0-4-0 28-3-0 9-11-0 28-7-0 0-4-0 31-0-0 2-5-0 2-4-0 2-4-0 9-0-0 6-8-0 13-4-0 4-4-0 18-4-0 5-0-0 24-0-0 5-8-0 28-3-0 4-3-0 31-0-0 2-9-0 0- 4 - 3 4- 1 0 - 3 1- 4 - 3 1- 0 - 0 4- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [6:0-3-12,0-2-0], [12:0-5-0,0-2-8], [13:0-6-0,0-2-12], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.47 0.98 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.71 0.11 (loc) 12-13 12-13 9 l/defl >999 >481 n/a L/d 240 180 n/a PLATES MT20 Weight: 174 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15,7-10: 2x4 SP No.3, 12-13: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15, 10-12 WEBS 1 Row at midpt 3-18 REACTIONS. (size)18=0-8-0, 9=0-8-0 Max Horz 18=-156(LC 8) Max Uplift 18=-584(LC 10), 9=-493(LC 10) Max Grav 18=1240(LC 1), 9=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-273/0, 2-3=-304/255, 3-4=-1590/1211, 4-5=-2131/1555, 5-6=-2179/1576, 6-7=-2175/1573, 7-8=-1971/1348, 8-9=-1048/728 BOT CHORD 16-18=-751/1155, 5-13=-309/316, 12-13=-1008/1537, 7-12=-256/334 WEBS 2-18=-394/572, 3-18=-1200/830, 3-16=-279/701, 4-16=-664/483, 13-16=-815/1653, 4-13=-424/673, 6-13=-344/820, 6-12=-272/600, 8-12=-1132/1666 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 4-7-6, Exterior(2) 4-7-6 to 13-4-0, Interior(1) 13-4-0 to 19-7-6, Exterior(2) 19-7-6 to 30-10-4 zone;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=584, 9=493. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C3 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299075 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:16 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-eGwxqoQZ7iFr8mGfwiZN?6ElebsjAlacyri5GkydfOH Scale = 1:54.5 1 2 3 4 5 6 7 8 18 17 16 15 14 13 12 11 10 9 22 23 24 25 26 27 3x4 1.5x8 STP 1.5x8 STP 5x8 4x6 5x6 3x4 3x4 2x4 5x12 3x4 2x4 2x4 6x8 4x6 5x8 5x12 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-0-0 8-8-0 18-0-0 7-0-0 18-4-0 0-4-0 28-3-0 9-11-0 28-7-0 0-4-0 31-0-0 2-5-0 2-4-0 2-4-0 6-8-0 4-4-0 11-0-0 4-4-0 18-4-0 7-4-0 22-0-0 3-8-0 28-3-0 6-3-0 31-0-0 2-9-0 0- 4 - 3 5- 1 0 - 3 1- 4 - 3 1- 0 - 0 5- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [4:0-6-0,0-2-8], [6:0-3-4,0-2-0], [12:0-4-12,0-2-8], [18:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.67 0.79 0.78 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.71 0.11 (loc) 12-13 12-13 9 l/defl >999 >483 n/a L/d 240 180 n/a PLATES MT20 Weight: 182 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-15,7-10: 2x4 SP No.3, 12-13: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 13-15, 10-12 REACTIONS. (size)18=0-8-0, 9=0-8-0 Max Horz 18=-195(LC 8) Max Uplift 18=-584(LC 10), 9=-493(LC 10) Max Grav 18=1240(LC 1), 9=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1356/1044, 4-5=-1691/1349, 5-6=-1698/1333, 6-7=-2318/1758, 7-8=-1986/1370, 8-9=-1031/707 BOT CHORD 16-18=-755/1129, 5-13=-332/325, 12-13=-897/1409, 7-12=-402/499 WEBS 2-18=-236/300, 3-18=-1375/1046, 13-16=-627/1185, 4-13=-398/676, 6-13=-154/532, 6-12=-549/819, 8-12=-1185/1703 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 6-6-13, Exterior(2) 6-6-13 to 15-4-10, Interior(1) 15-4-10 to 17-7-6, Exterior(2) 17-7-6 to 26-4-10, Interior(1) 26-4-10 to 27-9-1, Exterior(2) 27-9-1 to 30-10-4 zone;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=584, 9=493. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C4 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299076 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-6SUJ18RCu0NimwrsTQ4cYKn_V?AbvF7lBVRfoAydfOG Scale = 1:55.8 1 2 3 4 5 6 7 8 9 19 18 17 16 15 14 13 12 11 10 23 24 25 26 27 3x4 1.5x8 STP 1.5x8 STP 5x8 4x6 5x6 3x6 2x4 2x4 7x10 2x4 2x4 2x4 6x8 4x6 5x8 4x6 5x12 6x8 2-0-0 2-0-0 2-4-0 0-4-0 13-0-0 10-8-0 18-0-0 5-0-0 18-4-0 0-4-0 28-3-0 9-11-0 28-7-0 0-4-0 31-0-0 2-5-0 2-4-0 2-4-0 7-8-0 5-4-0 13-0-0 5-4-0 18-4-0 5-4-0 20-0-0 1-8-0 24-0-0 4-0-0 28-3-0 4-3-0 31-0-0 2-9-0 0- 4 - 3 6- 1 0 - 3 1- 4 - 3 1- 0 - 0 6- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [4:0-6-0,0-2-8], [13:0-5-0,0-2-8], [14:0-4-8,0-2-12], [19:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.94 0.63 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.32 -0.68 0.10 (loc) 13-14 13-14 10 l/defl >999 >507 n/a L/d 240 180 n/a PLATES MT20 Weight: 191 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-16,8-11: 2x4 SP No.3, 13-14: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16, 11-13 WEBS 1 Row at midpt 3-19 REACTIONS. (size)19=0-8-0, 10=0-8-0 Max Horz 19=-233(LC 8) Max Uplift 19=-584(LC 10), 10=-493(LC 10) Max Grav 19=1240(LC 1), 10=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1300/1002, 4-5=-1370/1146, 5-6=-1379/1141, 6-7=-1401/1082, 7-8=-2168/1446, 8-9=-1969/1292, 9-10=-1046/709 BOT CHORD 17-19=-774/1199, 13-14=-1026/1548 WEBS 2-19=-258/344, 3-19=-1318/1049, 14-17=-514/1216, 4-14=-241/469, 6-14=-300/498, 7-14=-460/433, 7-13=-139/588, 9-13=-1073/1665 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 8-7-6, Exterior(2) 8-7-6 to 24-1-3, Interior(1) 24-1-3 to 27-9-1, Exterior(2) 27-9-1 to 30-10-4 zone;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) 19=584, 10=493. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C5 Truss Type Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299077 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:18 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-af2hFUSqfJVZO4Q217br4XK8iPYfeiKvP9BCKcydfOF Scale = 1:56.9 1 2 3 4 5 6 7 8 9 10 20 19 18 17 16 15 14 13 12 11 24 25 26 27 28 29 3x4 1.5x8 STP 1.5x8 STP 5x6 3x6 5x6 3x4 3x4 3x4 3x6 5x12 2x4 2x4 2x4 6x8 4x6 5x8 4x6 5x12 6x8 2-0-0 2-0-0 2-4-0 0-4-0 11-3-9 8-11-9 18-0-0 6-8-7 18-4-0 0-4-0 28-3-0 9-11-0 28-7-0 0-4-0 31-0-0 2-5-0 2-4-0 2-4-0 8-3-7 5-11-7 14-6-8 6-3-1 18-5-8 3-11-0 23-4-4 4-10-12 28-3-0 4-10-12 31-0-0 2-9-0 0- 4 - 3 7- 7 - 7 1- 4 - 3 1- 0 - 0 7- 7 - 7 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0], [7:0-3-0,0-2-0], [14:0-5-0,0-2-8], [20:0-3-8,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.50 0.82 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.33 -0.69 0.10 (loc) 14-15 14-15 11 l/defl >999 >493 n/a L/d 240 180 n/a PLATES MT20 Weight: 188 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-17,9-12: 2x4 SP No.3, 14-15: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17, 12-14 WEBS 1 Row at midpt 3-20 REACTIONS. (size)20=0-8-0, 11=0-8-0 Max Horz 20=-263(LC 8) Max Uplift 20=-584(LC 10), 11=-493(LC 10) Max Grav 20=1240(LC 1), 11=1062(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-1335/1023, 5-6=-1178/1018, 6-7=-1180/1016, 7-8=-1381/1042, 8-9=-2212/1430, 9-10=-1973/1253, 10-11=-1043/686 BOT CHORD 18-20=-746/1250, 6-15=-212/423, 14-15=-961/1508, 9-14=-273/275 WEBS 2-20=-300/352, 3-20=-1379/962, 3-18=-185/265, 15-18=-500/1137, 5-15=-47/303, 8-15=-467/455, 8-14=-188/633, 10-14=-1045/1674 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 10-1-14, Exterior(2) 10-1-14 to 22-10-2, Interior(1) 22-10-2 to 27-9-1, Exterior(2) 27-9-1 to 30-10-4 zone;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=584, 11=493. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C6 Truss Type Roof Special Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299078 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:19 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-2rc4SqSSQddQ0E_Ebq64dlsKMpqHN9c2epwlt3ydfOE Scale = 1:58.1 1 2 3 4 5 6 7 8 9 20 19 18 17 16 15 14 13 12 11 10 24 25 26 27 28 29 30 3x4 1.5x8 STP 1.5x8 STP 5x6 4x6 4x6 5x6 3x4 2x4 2x4 2x4 2x4 5x6 4x6 3x4 5x8 5x12 4x6 5x12 6x8 2-0-0 2-0-0 2-4-0 0-4-0 9-4-15 7-0-15 16-0-0 6-7-0 18-2-0 2-2-0 18-4-0 0-2-0 28-3-0 9-11-0 28-7-0 0-4-0 31-0-0 2-5-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 16-0-0 3-4-0 18-2-0 2-2-0 23-2-8 5-0-8 28-3-0 5-0-8 31-0-0 2-9-0 0- 4 - 3 6- 8 - 3 7- 9 - 3 1- 4 - 3 1- 0 - 0 6- 8 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [4:0-3-0,0-2-0], [13:0-5-0,0-2-8], [14:0-5-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.45 0.99 0.64 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.34 -0.72 0.11 (loc) 13-14 13-14 10 l/defl >993 >474 n/a L/d 240 180 n/a PLATES MT20 Weight: 195 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-16,8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 11-13 WEBS 1 Row at midpt 3-20 REACTIONS. (size)20=0-8-0, 10=0-8-0 Max Horz 20=-268(LC 8) Max Uplift 20=-585(LC 10), 10=-494(LC 10) Max Grav 20=1239(LC 1), 10=1060(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1358/1017, 4-5=-1172/996, 5-6=-1328/1071, 6-7=-1380/1033, 7-8=-2201/1420, 8-9=-1968/1232, 9-10=-1041/673 BOT CHORD 19-20=-735/1297, 17-19=-619/1147, 16-17=-263/0, 6-14=-659/959, 13-14=-928/1505, 8-13=-271/288 WEBS 2-20=-284/322, 3-20=-1435/929, 4-19=-93/259, 4-17=-82/293, 5-17=-668/393, 14-17=-615/1459, 7-14=-479/429, 7-13=-214/609, 9-13=-1028/1668 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-1-3, Interior(1) 3-1-3 to 9-6-13, Exterior(2) 9-6-13 to 21-3-3, Interior(1) 21-3-3 to 27-9-1, Exterior(2) 27-9-1 to 30-10-4 zone;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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 20=585, 10=494. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss C7G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299079 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:21 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-_EjqtWUiyEu7FY8diF9ZiAya4cb9rzdL57PsxxydfOC Scale = 1:58.5 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 1021222324252627 3x4 1.5x8 STP 1.5x8 STP 10x16 MT20HS 7x10 6x8 7x10 8x14 MT20HS WB 7x10 3x8 6x12 MT20HS 3x4 6x8 8x10 10x12 5x6 6x8 3x4 8x14 MT20HS 8x14 MT20HS 2-0-0 2-0-0 2-4-0 0-4-0 6-6-0 4-2-0 10-8-0 4-2-0 14-0-0 3-4-0 18-2-0 4-2-0 22-5-5 4-3-5 26-8-11 4-3-5 31-0-0 4-3-5 2-4-0 2-4-0 6-6-0 4-2-0 10-8-0 4-2-0 14-0-0 3-4-0 18-2-0 4-2-0 22-5-5 4-3-5 26-8-11 4-3-5 31-0-0 4-3-5 0- 4 - 3 5- 8 - 3 7- 9 - 3 1- 4 - 3 5- 8 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-3-4,0-1-2], [4:1-1-12,0-3-4], [5:0-5-0,0-4-8], [9:0-4-8,Edge], [10:0-8-8,0-0-0], [12:0-3-0,0-4-8], [15:0-3-8,0-4-12], [16:0-3-8,0-4-8], [17:0-3-8,0-2-12], [18:0-4-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.82 0.64 0.99 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.37 -0.47 0.10 (loc) 13-15 13-15 10 l/defl >930 >728 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 481 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x6 SP No.2 *Except* 1-4: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 2-17,6-13,9-11: 2x4 SP No.1, 4-15: 2x4 SP No.2, 9-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-5-11 oc bracing. WEBS 1 Row at midpt 5-13 REACTIONS. (size)18=0-8-0, 10=0-8-0 Max Horz 18=-267(LC 6) Max Uplift 18=-4969(LC 8), 10=-5759(LC 8) Max Grav 18=8793(LC 1), 10=11177(LC 2) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1081/667, 2-3=-11892/6761, 3-4=-14053/7991, 4-5=-15243/8411, 5-6=-12972/7007, 6-7=-13028/7036, 7-8=-15451/8158, 8-9=-15820/8187, 9-10=-10207/5319 BOT CHORD 1-18=-589/954, 17-18=-788/1036, 16-17=-5967/10571, 15-16=-6930/12501, 13-15=-8197/15280, 12-13=-7133/13805, 11-12=-7217/14022, 10-11=-870/1691 WEBS 2-18=-7621/4356, 2-17=-5569/9966, 3-17=-2706/1510, 3-16=-1411/2545, 4-16=-1412/1678, 4-15=-2423/5410, 5-15=-1710/571, 5-13=-5818/3477, 6-13=-5931/11072, 7-13=-3619/1727, 7-12=-1667/3803, 8-12=-399/111, 8-11=-271/531, 9-11=-6517/12661 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-7-0 oc, Except member 17-2 2x4 - 1 row at 0-9-0 oc, member 3-17 2x4 - 1 row at 0-9-0 oc, member 16-3 2x4 - 1 row at 0-9-0 oc, member 16-4 2x4 - 1 row at 0-9-0 oc, member 15-4 2x4 - 1 row at 0-9-0 oc, member 15-5 2x4 - 1 row at 0-9-0 oc, member 13-5 2x4 - 1 row at 0-9-0 oc, member 13-6 2x4 - 1 row at 0-9-0 oc, member 13-7 2x4 - 1 row at 0-9-0 oc, member 7-12 2x4 - 1 row at 0-9-0 oc, member 12-8 2x4 - 1 row at 0-9-0 oc, member 8-11 2x4 - 1 row at 0-9-0 oc, member 11-9 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The Fabrication Tolerance at joint 4 = 16% 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.Continued on page 2 September 14,2020 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 2391549 Truss C7G Truss Type ROOF SPECIAL GIRDER Qty 1 Ply 2 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299079 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:21 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-_EjqtWUiyEu7FY8diF9ZiAya4cb9rzdL57PsxxydfOC NOTES- 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) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 18=4969, 10=5759. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 522 lb down and 393 lb up at 5-3-4, 2412 lb down and 1915 lb up at 10-5-8, 1634 lb down and 818 lb up at 12-4-12, 1640 lb down and 827 lb up at 14-4-12, 1649 lb down and 834 lb up at 16-4-12, 1702 lb down and 831 lb up at 18-4-12, 1720 lb down and 831 lb up at 20-4-12, 1727 lb down and 831 lb up at 22-4-12, 1751 lb down and 828 lb up at 24-4-12, and 1711 lb down and 824 lb up at 26-4-12, and 1711 lb down and 824 lb up at 28-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-5=-54, 5-6=-54, 6-9=-54, 1-10=-20 Concentrated Loads (lb) Vert: 16=-2412(B) 13=-1640(B) 12=-1640(B) 11=-1624(B) 21=-522(B) 22=-1634(B) 23=-1640(B) 24=-1640(B) 25=-1640(B) 26=-1634(B) 27=-1624(B) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss CJ1 Truss Type Jack-Open Qty 26 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299080 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-SQHC5rVKjY0_thjpGzgoFNUx105AaeGVKn9QTOydfOB Scale = 1:6.9 1 2 3 2x4 0-11-4 0-11-4 0-11-4 0-11-4 0- 4 - 3 0- 9 - 1 3 0- 5 - 2 0- 9 - 1 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.04 0.02 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.00 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 3 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=63(LC 1), 3=-69(LC 15) Max Uplift 2=-33(LC 10) Max Grav 2=72(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2. September 14,2020 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 2391549 Truss CJ3 Truss Type Jack-Open Qty 18 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299081 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:22 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-SQHC5rVKjY0_thjpGzgoFNUvf02vadrVKn9QTOydfOB Scale: 1"=1' 1 2 5 3 4 2x4 1.5x8 STP 2x4 2x4 2-8-0 2-8-0 2-11-4 0-3-4 2-11-4 2-11-4 0- 4 - 3 1- 9 - 1 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.19 0.23 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 -0.02 (loc) 5 5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=77(LC 10) Max Uplift 3=-159(LC 1), 4=-193(LC 1), 5=-161(LC 10) Max Grav 3=28(LC 10), 4=32(LC 10), 5=565(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-287/308 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=159, 4=193, 5=161. September 14,2020 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 2391549 Truss CJ5 Truss Type Jack-Open Qty 10 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299082 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:23 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-xcraIBWyUs8rUrI0qgB1nb13rQOQJ41eZRuz0qydfOA Scale = 1:16.9 1 2 5 3 4 2x4 1.5x8 STP 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-11-4 2-7-4 4-11-4 4-11-4 0- 4 - 3 2- 9 - 1 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.22 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=131(LC 10) Max Uplift 3=-71(LC 10), 4=-11(LC 1), 5=-100(LC 10) Max Grav 3=38(LC 15), 4=18(LC 3), 5=347(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-94/260 WEBS 2-5=-225/322 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=100. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss CJ5S Truss Type Jack-Open Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299083 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-PpPzVXWbF9Gi6?tCOOiGKoaCbqkU2Ymno5eWYGydfO9 Scale = 1:17.1 1 4 2 3 3x4 1.5x8 STP 2x4 2-11-4 2-11-4 2-11-4 2-11-4 1- 4 - 3 2- 9 - 1 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MR 0.35 0.22 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 -0.01 -0.03 (loc) 3-4 3-4 2 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 11 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 4=73(LC 10) Max Uplift 2=-87(LC 10), 3=-9(LC 10) Max Grav 4=101(LC 1), 2=82(LC 15), 3=52(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 3. September 14,2020 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 2391549 Truss CJ5T Truss Type Jack-Open Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299084 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:24 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-PpPzVXWbF9Gi6?tCOOiGKoaEjqke2XJno5eWYGydfO9 Scale = 1:16.9 1 2 3 9 8 7 6 4 5 2x4 1.5x8 STP 2x4 2x4 2x4 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 4-11-4 0-2-4 4-5-0 4-5-0 4-11-4 0-6-4 0- 4 - 3 2- 9 - 1 3 0- 4 - 1 1 2- 5 - 2 1- 9 - 1 3 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.21 0.21 0.09 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.03 (loc) 7 8-9 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-8-0 Max Horz 9=131(LC 10) Max Uplift 4=-71(LC 10), 9=-99(LC 10) Max Grav 4=35(LC 8), 5=12(LC 3), 9=348(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-9=-94/260 WEBS 2-9=-219/314 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 9. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D1G Truss Type Half Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299085 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:27 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-pO558ZZTY4eHzTcn3WFzyQCYG1j2FjvEU3sA9bydfO6 Scale = 1:35.3 1 2 3 4 5 11 10 9 8 7 6 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3x4 1.5x8 STP 1.5x8 STP 5x8 3x6 3x4 3x4 3x6 3x4 3x4 3x4 3x4 3x8 2-0-0 2-0-0 2-4-0 0-4-0 6-0-0 3-8-0 10-9-8 4-9-8 15-7-0 4-9-8 20-8-0 5-1-0 2-4-0 2-4-0 6-0-0 3-8-0 13-2-4 7-2-4 20-8-0 7-5-12 0- 4 - 3 3- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [3:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MSH 0.96 0.36 0.81 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.09 -0.02 (loc) 7-8 7-8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-1-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. REACTIONS. (size)6=0-8-0, 11=0-8-0 Max Horz 11=162(LC 8) Max Uplift 6=-923(LC 5), 11=-987(LC 8) Max Grav 6=672(LC 18), 11=826(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-713/1100, 3-4=-939/1413, 4-5=-764/1102, 5-6=-625/853 BOT CHORD 8-10=-1024/604, 7-8=-1497/1046 WEBS 2-11=-768/910, 2-10=-955/733, 3-10=-256/167, 3-8=-475/469, 4-7=-466/641, 5-7=-1237/851 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; 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) 6=923, 11=987. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 282 lb up at 6-0-0, 96 lb down and 112 lb up at 8-0-12, 96 lb down and 112 lb up at 10-0-12, 96 lb down and 112 lb up at 12-0-12, 101 lb down and 112 lb up at 14-0-12, and 101 lb down and 112 lb up at 16-0-12, and 101 lb down and 112 lb up at 18-0-12 on top chord, and 132 lb down and 161 lb up at 6-0-0, 55 lb down and 4 lb up at 8-0-12, 55 lb down and 4 lb up at 10-0-12, 55 lb down and 4 lb up at 12-0-12, 55 lb down and 4 lb up at 14-0-12, and 55 lb down and 4 lb up at 16-0-12, and 55 lb down and 4 lb up at 18-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 6-12=-20 Continued on page 2 September 14,2020 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 2391549 Truss D1G Truss Type Half Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299085 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:27 2020 Page 2 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-pO558ZZTY4eHzTcn3WFzyQCYG1j2FjvEU3sA9bydfO6 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-9(F) 10=66(F) 16=-10(F) 17=-10(F) 18=-10(F) 19=-10(F) 21=-10(F) 22=-10(F) 23=4(F) 24=4(F) 25=4(F) 26=4(F) 27=4(F) 28=4(F) Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. 6904 Parke East Blvd. Tampa, FL 36610 Job 2391549 Truss D2 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299086 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-HaeTLvZ5JOm8bcAzdDnCUekpbRvG_ADNijckh1ydfO5 Scale = 1:34.4 1 2 3 4 5 9 8 7 6 13 14 15 16 17 18 3x4 1.5x8 STP 1.5x8 STP 4x6 3x4 6x8 3x4 2x4 5x6 3x4 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-2-14 8-10-14 20-8-0 9-5-2 2-4-0 2-4-0 8-0-0 5-8-0 14-5-15 6-5-15 20-8-0 6-2-1 0- 4 - 3 4- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [3:0-3-4,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.61 1.00 0.80 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.48 0.40 -0.03 (loc) 6-7 6-7 6 l/defl >451 >544 n/a L/d 240 180 n/a PLATES MT20 Weight: 105 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 9=0-8-0 Max Horz 9=215(LC 10) Max Uplift 6=-696(LC 7), 9=-734(LC 10) Max Grav 6=662(LC 1), 9=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-88/347, 2-3=-107/531, 3-4=-736/1556 BOT CHORD 1-9=-268/69, 7-9=-1279/630, 6-7=-1240/687 WEBS 2-9=-349/363, 3-9=-736/867, 3-7=-444/271, 4-7=-505/236, 4-6=-782/1376 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 3-9-1, Exterior(2) 3-9-1 to 12-2-15, Interior(1) 12-2-15 to 17-6-4, Exterior(2) 17-6-4 to 20-6-4 zone; porch 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) 6=696, 9=734. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D3 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299087 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-lmCrZFaj4iu?Cml9AxIR1rHy2qJ9jbrWxNLHDUydfO4 Scale = 1:37.2 1 2 3 4 5 8 7 6 12 13 14 15 16 17 18 19 3x4 1.5x8 STP 1.5x8 STP 4x6 3x4 6x8 6x12 MT20HS 3x4 3x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 10-0-0 7-8-0 20-8-0 10-8-0 2-4-0 2-4-0 10-0-0 7-8-0 15-4-0 5-4-0 20-8-0 5-4-0 0- 4 - 3 5- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2], [3:0-3-8,0-2-4] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.76 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.69 0.57 -0.01 (loc) 6-7 6-7 6 l/defl >316 >380 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 111 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 *Except* 6-7: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-6: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 8=0-8-0 Max Horz 8=269(LC 10) Max Uplift 6=-704(LC 10), 8=-721(LC 10) Max Grav 6=662(LC 1), 8=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-50/254, 2-3=-804/1384, 3-4=-630/1360 BOT CHORD 7-8=-605/186, 6-7=-868/480 WEBS 2-8=-786/1071, 2-7=-764/549, 4-7=-678/263, 4-6=-627/1085 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 5-9-1, Exterior(2) 5-9-1 to 14-2-15, Interior(1) 14-2-15 to 17-6-4, Exterior(2) 17-6-4 to 20-6-4 zone; porch 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, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=704, 8=721. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D4 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299088 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:29 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-lmCrZFaj4iu?Cml9AxIR1rHzoqFQjd5WxNLHDUydfO4 Scale = 1:40.3 1 2 3 4 5 6 10 9 8 7 14 15 16 17 18 19 20 3x4 1.5x8 STP 1.5x8 STP 4x6 2x4 6x8 3x6 2x4 3x4 4x6 3x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 12-0-0 9-8-0 20-8-0 8-8-0 2-4-0 2-4-0 7-2-0 4-10-0 12-0-0 4-10-0 16-4-0 4-4-0 20-8-0 4-4-0 0- 4 - 3 6- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.64 1.00 0.83 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.45 0.38 -0.02 (loc) 8-10 8-10 7 l/defl >483 >578 n/a L/d 240 180 n/a PLATES MT20 Weight: 121 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-8-0, 10=0-8-0 Max Horz 10=323(LC 10) Max Uplift 7=-720(LC 10), 10=-705(LC 10) Max Grav 7=662(LC 1), 10=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-144/398, 2-3=-135/483, 3-4=-647/1169, 4-5=-521/1133 BOT CHORD 1-10=-270/109, 8-10=-1319/624, 7-8=-677/354 WEBS 2-10=-285/183, 3-10=-758/792, 5-8=-801/310, 5-7=-599/1124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 7-9-1, Exterior(2) 7-9-1 to 16-4-0, Interior(1) 16-4-0 to 17-6-4, Exterior(2) 17-6-4 to 20-6-4 zone; porch 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=720, 10=705. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D5 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299089 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:30 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-DymEmbbLq?0sqwKMkepgZ3p5rEbgS55gA15rmwydfO3 Scale = 1:44.5 1 2 3 4 5 9 8 7 6 13 14 15 16 17 3x4 1.5x8 STP 1.5x8 STP 4x6 3x4 6x8 3x4 2x4 3x4 4x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-6-0 9-2-0 20-8-0 9-2-0 2-4-0 2-4-0 8-2-0 5-10-0 14-0-0 5-10-0 20-8-0 6-8-0 0- 4 - 3 7- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.88 1.00 0.71 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.46 -0.42 -0.03 (loc) 6-7 6-7 6 l/defl >475 >520 n/a L/d 240 180 n/a PLATES MT20 Weight: 118 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7, 4-6 REACTIONS. (size)6=0-8-0, 9=0-8-0 Max Horz 9=376(LC 10) Max Uplift 6=-739(LC 10), 9=-685(LC 10) Max Grav 6=662(LC 1), 9=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-98/321, 2-3=-103/449, 3-4=-661/1196 BOT CHORD 7-9=-1344/640, 6-7=-825/404 WEBS 2-9=-336/246, 3-9=-750/795, 3-7=-234/270, 4-7=-1015/434, 4-6=-564/1144 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-9-1, Exterior(2) 9-9-1 to 20-6-4 zone; porch 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=739, 9=685. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D6 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299090 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-i9Kczwc_bJ8jS4vYIMKv6GMI?e?pBVMpPhrOIMydfO2 Scale = 1:50.4 1 2 3 4 5 6 10 9 8 7 14 15 16 17 3x4 1.5x8 STP 1.5x8 STP 5x6 2x4 6x8 3x4 3x4 2x4 3x4 4x6 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-6-0 9-2-0 20-8-0 9-2-0 2-4-0 2-4-0 9-2-0 6-10-0 16-0-0 6-10-0 20-8-0 4-8-0 0- 4 - 3 8- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [5:0-3-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.72 0.75 0.91 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.41 -0.42 -0.02 (loc) 7-8 7-8 7 l/defl >537 >518 n/a L/d 240 180 n/a PLATES MT20 Weight: 123 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-8, 5-7 REACTIONS. (size)7=0-8-0, 10=0-8-0 Max Horz 10=430(LC 10) Max Uplift 7=-762(LC 10), 10=-663(LC 10) Max Grav 7=674(LC 2), 10=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-107/343, 2-3=-138/495, 3-5=-675/1173 BOT CHORD 1-10=-251/87, 8-10=-1331/645, 7-8=-558/281 WEBS 2-10=-383/291, 3-10=-713/667, 3-8=-320/364, 5-8=-1232/525, 5-7=-553/1079 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 11-9-1, Exterior(2) 11-9-1 to 20-6-4 zone; porch 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=762, 10=663. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D7 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299091 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-ALu_BGdcMdGa3EUks3r8fUvTG2Ifwz8zdKaxqoydfO1 Scale = 1:56.4 1 2 3 4 5 6 10 9 8 7 14 15 16 17 3x4 1.5x8 STP 1.5x8 STP 2x4 6x8 3x4 4x6 2x4 3x4 4x6 3x4 5x8 2-0-0 2-0-0 2-4-0 0-4-0 13-2-3 10-10-3 20-8-0 7-5-13 2-4-0 2-4-0 9-0-7 6-8-6 18-0-0 8-11-9 20-8-0 2-8-0 0- 4 - 3 9- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-0-4,Edge], [5:0-5-0,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.75 0.84 0.87 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.65 0.55 -0.02 (loc) 8-10 8-10 7 l/defl >333 >399 n/a L/d 240 180 n/a PLATES MT20 Weight: 128 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-8, 5-7 REACTIONS. (size)7=0-8-0, 10=0-8-0 Max Horz 10=484(LC 10) Max Uplift 7=-787(LC 10), 10=-638(LC 10) Max Grav 7=670(LC 2), 10=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-229/550, 2-3=-211/642, 3-5=-582/890 BOT CHORD 1-10=-398/179, 8-10=-1281/654, 7-8=-340/174 WEBS 2-10=-323/204, 3-10=-706/362, 3-8=-402/502, 5-8=-1269/524, 5-7=-643/1237 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 13-9-1, Exterior(2) 13-9-1 to 20-6-4 zone; porch 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=787, 10=638. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D8 Truss Type Half Hip Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299092 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-eXSMOcdE7wOQhO3xPnMNBhRjKSdEfSf6s_KVMFydfO0 Scale = 1:60.7 1 2 3 4 5 6 10 9 8 7 14 15 16 17 3x4 1.5x8 STP 1.5x8 STP 3x8 6x8 3x4 3x4 2x4 3x4 4x6 3x4 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-6-0 9-2-0 20-8-0 9-2-0 2-4-0 2-4-0 8-2-11 5-10-11 14-9-7 6-6-13 20-0-0 5-2-9 20-8-0 0-8-0 0- 4 - 3 10 - 4 - 3 6.00 12 Plate Offsets (X,Y)-- [6:0-4-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.41 0.95 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.39 -0.38 -0.02 (loc) 7-8 7-8 7 l/defl >562 >566 n/a L/d 240 180 n/a PLATES MT20 Weight: 132 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 6-7: 2x6 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-8, 5-7 REACTIONS. (size)7=0-8-0, 10=0-8-0 Max Horz 10=548(LC 10) Max Uplift 7=-819(LC 10), 10=-600(LC 10) Max Grav 7=659(LC 1), 10=854(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-103/330, 2-3=-106/461, 3-5=-655/929 BOT CHORD 8-10=-1282/639, 7-8=-689/365 WEBS 2-10=-334/246, 3-10=-749/509, 3-8=-247/301, 5-8=-1034/440, 5-7=-570/1056 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-5-4, Exterior(2) 17-5-4 to 20-5-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=819, 10=600. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D9 Truss Type Monopitch Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299093 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:34 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-6k0kcyesuEWHJXe7zUtckv_pQr0GOvQG5e32vhydfO? Scale = 1:61.4 1 2 3 4 5 6 10 9 8 7 14 15 16 17 3x4 1.5x8 STP 1.5x8 STP 2x4 6x8 3x4 3x4 2x4 3x4 4x6 3x4 3x4 2-0-0 2-0-0 2-4-0 0-4-0 11-6-0 9-2-0 20-8-0 9-2-0 2-4-0 2-4-0 8-3-2 5-11-2 15-3-7 7-0-4 20-8-0 5-4-9 0- 4 - 3 10 - 8 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.71 0.77 0.76 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.43 -0.43 -0.02 (loc) 7-8 7-8 7 l/defl >505 >504 n/a L/d 240 180 n/a PLATES MT20 Weight: 125 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-9: 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 6-7, 5-8, 5-7 REACTIONS. (size)7=0-8-0, 10=0-8-0 Max Horz 10=550(LC 10) Max Uplift 7=-822(LC 10), 10=-602(LC 10) Max Grav 7=668(LC 2), 10=857(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-92/308, 2-3=-97/440, 3-5=-665/952 BOT CHORD 8-10=-1302/650, 7-8=-633/340 WEBS 2-10=-327/245, 3-10=-771/553, 3-8=-265/316, 5-8=-1101/468, 5-7=-581/1067 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 17-6-4, Exterior(2) 17-6-4 to 20-6-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=822, 10=602. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D10 Truss Type Monopitch Qty 5 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299094 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:25 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-t?zLjtXD0TOZk9SOx5DVs?6NXD2anxwx0lN44iydfO8 Scale = 1:38.7 1 2 3 4 7 6 5 11 12 3x4 1.5x8 STP 1.5x8 STP 2x4 2x4 3x4 4x6 6x8 3x4 2-0-0 2-0-0 2-4-0 0-4-0 7-6-0 5-2-0 12-8-0 5-2-0 2-4-0 2-4-0 7-6-0 5-2-0 12-8-0 5-2-0 0- 4 - 3 6- 8 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,0-0-2] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.34 0.36 0.26 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.06 -0.01 (loc) 5-6 5-6 5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)7=0-8-0, 5=0-8-0 Max Horz 7=336(LC 10) Max Uplift 7=-363(LC 10), 5=-471(LC 10) Max Grav 7=569(LC 1), 5=357(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-370/460 BOT CHORD 6-7=-410/108, 5-6=-674/280 WEBS 2-7=-478/471, 2-6=-272/349, 3-6=-424/175, 3-5=-350/845 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-6-4, Exterior(2) 9-6-4 to 12-6-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=363, 5=471. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss D11 Truss Type Monopitch Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299095 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-LBXjwDYrnnWQLJ1aVpkkPDfXgdMoWOL4FP7dc9ydfO7 Scale = 1:38.4 1 2 3 6 5 4 7 8 3x4 1.5x8 STP 1.5x8 STP 2x4 3x6 4x6 6x8 3x4 5-4-0 5-4-0 10-8-0 5-4-0 5-4-0 5-4-0 10-8-0 5-4-0 1- 4 - 3 6- 8 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.44 0.42 0.32 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.06 -0.01 (loc) 5-6 5-6 4 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)6=0-8-0, 4=0-8-0 Max Horz 6=278(LC 10) Max Uplift 6=-284(LC 10), 4=-482(LC 10) Max Grav 6=384(LC 1), 4=384(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-407/549, 1-6=-344/480 BOT CHORD 5-6=-398/166, 4-5=-792/333 WEBS 2-5=-451/206, 2-4=-409/973, 1-5=-403/341 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1-12 to 3-1-12, Interior(1) 3-1-12 to 7-6-4, Exterior(2) 7-6-4 to 10-6-4 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=284, 4=482. 5) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss H1G Truss Type Half Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299096 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:35 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-awZ7pIfUfYe8whDJXCPrG6X13FMj7RDPJIpcR7ydfO_ Scale = 1:21.0 1 2 3 6 5 4 7 8 9 10 11 12 13 14 15 5x8 1.5x8 STP 2x4 2x4 3x4 3x4 3x4 3-2-8 3-2-8 8-8-0 5-5-8 3-2-8 3-2-8 8-8-0 5-5-8 1- 4 - 3 2- 1 1 - 7 6.00 12 Plate Offsets (X,Y)-- [2:0-6-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.53 0.75 0.40 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.06 -0.12 -0.00 (loc) 4-5 4-5 4 l/defl >999 >819 n/a L/d 240 180 n/a PLATES MT20 Weight: 47 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 9-0-6 oc bracing. REACTIONS. (size)6=0-8-0, 4=Mechanical Max Horz 6=83(LC 8) Max Uplift 6=-387(LC 8), 4=-373(LC 5) Max Grav 6=656(LC 28), 4=555(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-637/427, 1-6=-551/376 BOT CHORD 4-5=-419/572 WEBS 2-5=-84/284, 2-4=-640/469, 1-5=-375/586 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=387, 4=373. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 258 lb down and 331 lb up at 3-2-8, and 86 lb down and 84 lb up at 5-3-4, and 86 lb down and 84 lb up at 7-3-4 on top chord, and 161 lb down and 38 lb up at 0-8-12, 157 lb down and 42 lb up at 2-8-12, 30 lb down and 218 lb up at 3-2-8, 157 lb down and 42 lb up at 4-8-12, 2 lb down and 15 lb up at 5-3-4, and 157 lb down and 42 lb up at 6-8-12, and 2 lb down and 15 lb up at 7-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 2=16(F) 5=83(F) 10=-161(B) 11=-157(B) 12=-157(B) 14=-157(B) September 14,2020 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 2391549 Truss HJ2 Truss Type Diagonal Hip Girder Qty 4 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299097 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:36 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-267V1eg6Qrn?YroV5vw4pK3CSfqMs_kYYyY9yaydfNz Scale = 1:9.4 1 2 7 33x4 2-9-15 2-9-15 2-9-15 2-9-15 0- 3 - 1 4 1- 3 - 1 4 0- 1 1 - 1 0 1- 3 - 1 4 4.24 12 Plate Offsets (X,Y)-- [1:0-1-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.55 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.01 -0.05 0.00 (loc) 3 3 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 9 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-9-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)2=Mechanical, 3=Mechanical Max Horz 2=389(LC 1), 3=-389(LC 1) Max Uplift 2=-190(LC 8) Max Grav 2=288(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-282/459 BOT CHORD 1-3=-389/279 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=190. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 lb down and 50 lb up at 1-5-12, and 41 lb down and 50 lb up at 1-5-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 3-4=-20 Concentrated Loads (lb) Vert: 7=-83(F=-41, B=-41) PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. September 14,2020 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 2391549 Truss HJ4 Truss Type Diagonal Hip Girder Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299098 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:39 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-Thpdfgi?jm9aPJW4m1TnRyhe7shA3Kv?EwnpZuydfNw Scale = 1:15.3 1 2 5 9 3 10 11 4 2x4 2x4 2x4 2-10-5 2-10-5 3-4-0 0-5-11 5-7-14 2-3-15 2-9-15 2-9-15 5-7-14 2-9-15 0- 3 - 1 4 2- 3 - 1 4 0- 4 - 4 1- 1 1 - 1 0 2- 3 - 1 4 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.84 0.85 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.02 0.04 -0.14 (loc) 4-5 4-5 3 l/defl >999 >710 n/a L/d 240 180 n/a PLATES MT20 Weight: 19 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-11-5 Max Horz 5=106(LC 8) Max Uplift 3=-231(LC 17), 4=-261(LC 17), 5=-609(LC 8) Max Grav 3=15(LC 24), 4=20(LC 24), 5=575(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-315/339 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=231, 4=261, 5=609. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 89 lb down and 232 lb up at 4-3-11, and 89 lb down and 232 lb up at 4-3-11 on top chord, and 40 lb down and 50 lb up at 1-5-12, 40 lb down and 50 lb up at 1-5-12, and 18 lb down and 220 lb up at 4-3-11, and 18 lb down and 220 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-6=-20 Concentrated Loads (lb) Vert: 9=182(F=91, B=91) 10=-80(F=-40, B=-40) 11=233(F=117, B=117) September 14,2020 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 2391549 Truss HJ5A Truss Type Diagonal Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299099 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:40 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-xuN0s?jdU4HR1S5HKl_0zAEp?G2golv8TaWN5LydfNv Scale = 1:18.6 1 2 6 5 10 3 11 12 42x4 2x4 3x4 2x4 2-10-5 2-10-5 3-4-0 0-5-11 5-2-8 1-10-9 7-4-6 2-1-14 3-8-3 3-8-3 7-4-6 3-8-3 0- 3 - 1 4 2- 1 1 - 2 0- 4 - 4 2- 6 - 1 4 2- 1 1 - 2 4.24 12 Plate Offsets (X,Y)-- [1:0-0-3,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.83 0.83 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.07 0.13 -0.07 (loc) 5-6 5-6 3 l/defl >695 >377 n/a L/d 240 180 n/a PLATES MT20 Weight: 28 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 5-7-14 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=138(LC 8) Max Uplift 3=-201(LC 7), 4=-175(LC 17), 6=-630(LC 8) Max Grav 3=118(LC 29), 4=41(LC 24), 6=504(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-125/484 BOT CHORD 1-6=-425/132, 5-6=-425/0 WEBS 2-6=-494/384, 2-5=0/475 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=201, 4=175, 6=630. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 235 lb up at 4-3-11, 92 lb down and 235 lb up at 4-3-11, and 89 lb down and 104 lb up at 7-3-10, and 67 lb down and 78 lb up at 7-3-10 on top chord, and 40 lb down and 50 lb up at 1-5-12, 40 lb down and 50 lb up at 1-5-12, 17 lb down and 221 lb up at 4-3-11, 17 lb down and 221 lb up at 4-3-11, and 27 lb down and 23 lb up at 7-3-10, and 1 lb down and 17 lb up at 7-3-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 3=-27(B) 4=-15(B) 10=184(F=92, B=92) 11=-80(F=-40, B=-40) 12=236(F=118, B=118) September 14,2020 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 2391549 Truss HJ6 Truss Type Diagonal Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299100 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:41 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-P4xO4LkFFOPIecgTtSWFWNn_VgQEXC7HiEGwdnydfNu Scale = 1:20.2 1 2 6 5 10 11 3 12 13 14 4 3x4 2x4 3x4 2x4 2-10-5 2-10-5 3-4-0 0-5-11 5-10-7 2-6-8 8-5-13 2-7-6 4-2-15 4-2-15 8-5-13 4-2-15 0- 3 - 1 4 3- 3 - 1 4 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.85 0.68 0.18 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.11 0.18 -0.08 (loc) 5-6 5-6 3 l/defl >550 >332 n/a L/d 240 180 n/a PLATES MT20 Weight: 32 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=160(LC 8) Max Uplift 3=-129(LC 8), 4=-134(LC 17), 6=-674(LC 8) Max Grav 3=106(LC 28), 4=24(LC 23), 6=534(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-102/508 BOT CHORD 1-6=-442/130, 5-6=-442/0 WEBS 2-6=-507/410, 2-5=0/478 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=129, 4=134, 6=674. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 235 lb up at 4-3-11, 92 lb down and 235 lb up at 4-3-11, and 97 lb down and 82 lb up at 7-1-10, and 97 lb down and 82 lb up at 7-1-10 on top chord, and 40 lb down and 50 lb up at 1-5-12, 40 lb down and 50 lb up at 1-5-12, 17 lb down and 221 lb up at 4-3-11, 17 lb down and 221 lb up at 4-3-11, and 1 lb down and 17 lb up at 7-1-10, and 1 lb down and 17 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 10=184(F=92, B=92) 12=-80(F=-40, B=-40) 13=236(F=118, B=118) September 14,2020 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 2391549 Truss HJ7 Truss Type Diagonal Hip Girder Qty 4 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299101 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:42 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tGVmHhkt0hX9GmFfRA1U2bJ9F4mcGfhRxu?TADydfNt Scale = 1:22.7 1 2 6 5 10 11 3 12 13 14 43x4 2x4 3x4 2x4 2-10-5 2-10-5 3-4-0 0-5-11 6-7-6 3-3-7 9-10-13 3-3-7 4-11-6 4-11-6 9-10-13 4-11-6 0- 3 - 1 4 3- 9 - 1 4 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.79 0.67 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.19 0.28 -0.11 (loc) 5 5 3 l/defl >421 >283 n/a L/d 240 180 n/a PLATES MT20 Weight: 37 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 4=Mechanical, 6=0-11-5 Max Horz 6=186(LC 24) Max Uplift 3=-156(LC 8), 4=-67(LC 17), 6=-699(LC 8) Max Grav 3=136(LC 28), 4=46(LC 3), 6=562(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-102/479 BOT CHORD 1-6=-401/139, 5-6=-401/0 WEBS 2-6=-521/419, 2-5=0/427 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=156, 6=699. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 235 lb up at 4-3-11, 92 lb down and 235 lb up at 4-3-11, and 100 lb down and 83 lb up at 7-1-10, and 100 lb down and 83 lb up at 7-1-10 on top chord, and 40 lb down and 50 lb up at 1-5-12, 40 lb down and 50 lb up at 1-5-12, 17 lb down and 221 lb up at 4-3-11, 17 lb down and 221 lb up at 4-3-11, and 1 lb down and 17 lb up at 7-1-10, and 1 lb down and 17 lb up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-7=-20 Concentrated Loads (lb) Vert: 10=184(F=92, B=92) 12=-80(F=-40, B=-40) 13=236(F=118, B=118) September 14,2020 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 2391549 Truss HJ7T Truss Type Diagonal Hip Girder Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299102 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-LT28V1lVm?f0uwqs?tYjbosOaU9??5Ka9Yl1igydfNs Scale = 1:21.9 1 2 3 9 8 7 6 13 14 4 15 16 17 5 2x4 2x4 2x4 4x6 4x12 3x4 2-10-5 2-10-5 3-4-0 0-5-11 6-4-10 3-0-10 6-8-10 0-4-0 8-2-6 1-5-12 9-10-1 1-7-11 9-10-13 0-0-12 3-4-5 3-4-5 6-4-10 3-0-5 9-10-13 3-6-3 0- 3 - 1 4 3- 9 - 1 4 2- 9 - 1 4 1- 0 - 0 4.24 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.56 0.47 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.25 0.42 -0.14 (loc) 7 7 4 l/defl >314 >191 n/a L/d 240 180 n/a PLATES MT20 Weight: 44 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 *Except* 3-8: 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-11-5 Max Horz 9=186(LC 8) Max Uplift 4=-203(LC 8), 9=-680(LC 8) Max Grav 4=136(LC 28), 5=72(LC 3), 9=555(LC 28) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-93/555 BOT CHORD 1-9=-523/130, 3-6=-253/30 WEBS 2-6=0/528, 2-9=-371/500, 6-9=-533/0 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=203, 9=680. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 92 lb down and 235 lb up at 4-3-11, 92 lb down and 235 lb up at 4-3-11, and 101 lb down and 86 lb up at 7-1-10, and 101 lb down and 86 lb up at 7-1-10 on top chord, and 40 lb down and 50 lb up at 1-5-12, 40 lb down and 50 lb up at 1-5-12, 17 lb down and 221 lb up at 4-3-11, 17 lb down and 221 lb up at 4-3-11, and at 7-1-10, and at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 8-10=-20, 7-8=-20, 5-6=-20 Concentrated Loads (lb) Vert: 13=184(F=92, B=92) 15=-80(F=-40, B=-40) 16=236(F=118, B=118) September 14,2020 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 2391549 Truss J2 Truss Type Jack-Open Qty 12 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299103 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:43 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-LT28V1lVm?f0uwqs?tYjbosR5U9F?8Ta9Yl1igydfNs Scale = 1:9.6 1 2 3 3x6 2-0-0 2-0-0 2-0-0 2-0-0 1- 3 - 7 0- 4 - 3 1- 4 - 3 0- 1 1 - 8 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.45 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in -0.00 -0.02 0.00 (loc) 6 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 7 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)3=Mechanical, 2=Mechanical Max Horz 3=-155(LC 15), 2=142(LC 1) Max Uplift 3=-70(LC 10) Max Grav 3=154(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. September 14,2020 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 2391549 Truss J4 Truss Type Jack-Open Qty 16 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299104 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:44 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-pfcWiNm8XJntV4P2Za3y80PcutXkkZJkOCUaE6ydfNr Scale = 1:14.6 1 2 3 5 4 2x4 1.5x8 STP2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 4-0-0 1-8-0 4-0-0 4-0-0 0- 4 - 3 2- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.33 0.37 0.15 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 0.00 (loc) 4-5 4-5 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 14 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)4=Mechanical, 5=0-8-0 Max Horz 5=131(LC 10) Max Uplift 4=-89(LC 10), 5=-100(LC 10) Max Grav 5=358(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-169/518 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. September 14,2020 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 2391549 Truss J5A Truss Type Jack-Open Qty 3 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299105 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-HrAvvjnmIcvk7E_E6IaBgDxpBHubT1PtdsE7mYydfNq Scale = 1:19.6 1 2 5 3 4 2x4 1.5x8 STP 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 5-2-8 2-10-8 5-2-8 5-2-8 0- 4 - 3 2- 1 1 - 7 2- 6 - 1 2 2- 1 1 - 7 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.23 0.21 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.01 -0.03 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 18 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=138(LC 10) Max Uplift 3=-79(LC 10), 4=-4(LC 1), 5=-101(LC 10) Max Grav 3=50(LC 15), 4=26(LC 3), 5=349(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 1-5=-99/273 WEBS 2-5=-233/339 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=101. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss J6 Truss Type Jack-Open Qty 7 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299106 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:45 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-HrAvvjnmIcvk7E_E6IaBgDxo5Hu9T18tdsE7mYydfNq Scale = 1:21.6 1 2 5 3 4 2x4 1.5x8 STP 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 6-0-0 3-8-0 6-0-0 6-0-0 0- 4 - 3 3- 4 - 3 2- 1 1 - 8 3- 4 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.30 0.23 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.01 -0.04 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=159(LC 10) Max Uplift 3=-102(LC 10), 4=-2(LC 10), 5=-105(LC 10) Max Grav 3=80(LC 15), 4=47(LC 3), 5=363(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/121 BOT CHORD 1-5=-112/310 WEBS 2-5=-258/395 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=102, 5=105. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss J7 Truss Type Jack-Open Qty 37 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299107 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-l1kH73nO3w1alNZQg?5QDRUwqhCJCT21rWzhJ_ydfNp Scale: 1/2"=1' 1 2 5 3 42x4 1.5x8 STP 2x4 2x4 2-0-0 2-0-0 2-4-0 0-4-0 7-0-0 4-8-0 7-0-0 7-0-0 0- 4 - 3 3- 1 0 - 3 3- 5 - 8 3- 1 0 - 3 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.49 0.37 0.14 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 0.03 -0.08 (loc) 4-5 4-5 3 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)3=Mechanical, 4=Mechanical, 5=0-8-0 Max Horz 5=186(LC 10) Max Uplift 3=-130(LC 10), 4=-2(LC 10), 5=-112(LC 10) Max Grav 3=114(LC 15), 4=70(LC 3), 5=388(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-346/140 BOT CHORD 1-5=-125/349 WEBS 2-5=-297/465 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=130, 5=112. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss J7S Truss Type Jack-Open Qty 5 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299108 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:46 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-l1kH73nO3w1alNZQg?5QDRUsch9mCVC1rWzhJ_ydfNp Scale = 1:22.5 1 4 2 3 4x6 2x4 5-0-0 5-0-0 5-0-0 5-0-0 1- 4 - 3 3- 1 0 - 3 3- 5 - 8 3- 1 0 - 3 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.76 0.53 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.06 -0.05 -0.10 (loc) 3-4 3-4 2 l/defl >892 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 2=Mechanical, 3=Mechanical Max Horz 4=128(LC 10) Max Uplift 4=-22(LC 10), 2=-141(LC 10), 3=-5(LC 10) Max Grav 4=177(LC 1), 2=142(LC 15), 3=90(LC 3) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=141. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss J7T Truss Type Jack-Open Qty 4 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299109 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:47 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-EEIfKPo0qE9RMX7dEjcfle13C5c1xxVA4AjErRydfNo Scale = 1:24.2 1 2 3 9 8 7 6 4 5 2x4 1.5x8 STP 2x4 2x4 3x4 4x6 5x12 2-0-0 2-0-0 2-4-0 0-4-0 4-5-0 2-1-0 4-9-0 0-4-0 7-0-0 2-3-0 4-5-0 4-5-0 7-0-0 2-7-0 0- 4 - 3 3- 1 0 - 3 2- 1 0 - 3 3- 5 - 8 1- 0 - 0 6.00 12 Plate Offsets (X,Y)-- [1:0-1-4,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-AS 0.58 0.08 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.16 0.15 -0.08 (loc) 7 7 4 l/defl >336 >371 n/a L/d 240 180 n/a PLATES MT20 Weight: 33 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-8: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size)4=Mechanical, 5=Mechanical, 9=0-8-0 Max Horz 9=186(LC 10) Max Uplift 4=-143(LC 10), 9=-110(LC 10) Max Grav 4=129(LC 15), 5=53(LC 3), 9=393(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-9=-293/422 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=143, 9=110. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. September 14,2020 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 2391549 Truss K1GE Truss Type GABLE Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299110 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:48 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-iQs1YkpebXHI_hipoQ8uIsZDgVq0gFYJJqSoNtydfNn Scale: 3/8"=1' 1 2 3 4 56 7 11 10 8 16 23 24 25 26 27 9 3x4 4x6 4x6 4x6 3x4 6x8 3x6 3x6 2x4 2x4 2x4 2x4 2x4 3x8 2x4 1-10-2 1-10-2 2-0-0 0-1-14 6-10-0 4-10-0 11-8-0 4-10-0 11-9-14 0-1-14 13-8-0 1-10-2 1-10-2 1-10-2 6-10-0 4-11-14 11-9-14 4-11-14 13-8-0 1-10-2 0- 4 - 3 1- 3 - 4 5- 0 - 2 0- 4 - 3 6.00 12 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.66 0.61 0.65 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.04 -0.06 -0.00 (loc) 9-10 9-10 9 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 Weight: 88 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 5-7-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (size)10=9-8-0, 9=0-3-8 Max Horz 10=-194(LC 23) Max Uplift 10=-1390(LC 8), 9=-226(LC 17) Max Grav 10=2319(LC 1), 9=172(LC 18) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-433/778, 3-4=-795/1211, 4-5=-796/1211, 5-6=-333/832, 6-7=-295/270 WEBS 10-16=-1629/1147, 4-16=-1629/1147, 6-10=-701/397, 6-8=-487/933, 2-10=-530/407, 2-11=-343/621, 3-16=-432/619, 5-16=-433/620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Gable studs spaced at 2-0-0 oc. 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) 10=1390, 9=226. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 386 lb down and 308 lb up at 2-0-0, 127 lb down and 90 lb up at 4-0-12, 127 lb down and 90 lb up at 6-0-12, 127 lb down and 90 lb up at 7-7-4, and 127 lb down and 90 lb up at 9-7-4, and 386 lb down and 308 lb up at 11-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-6=-54, 6-7=-54, 17-20=-20 Concentrated Loads (lb) Vert: 11=-259(B) 9=-386(B) 23=-127(B) 24=-127(B) 25=-127(B) 26=-127(B) 27=-127(B) September 14,2020 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 2391549 Truss K2G Truss Type Common Girder Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299111 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-epzozQru78X0E?sCvrAMNHeaPIbd88lcm8xuSmydfNl Scale = 1:34.5 1 2 3 4 5 10 9 8 7 611 12 13 14 6x12 MT20HS 1.5x8 STP 1.5x8 STP 4x6 6x12 MT20HS 3x8 3x8 10x12 3x6 8x10 3x6 8x10 2-5-0 2-5-0 4-10-0 2-5-0 7-3-0 2-5-0 9-8-0 2-5-0 2-5-0 2-5-0 4-10-0 2-5-0 7-3-0 2-5-0 9-8-0 2-5-0 1- 4 - 1 0 5- 0 - 2 1- 4 - 1 0 9.00 12 Plate Offsets (X,Y)-- [1:Edge,0-1-12], [5:0-3-8,Edge], [6:0-5-12,0-1-8], [7:0-3-8,0-6-4], [8:0-6-0,0-6-0], [9:0-3-8,0-6-4], [10:0-5-12,0-1-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 NO FBC2017/TPI2014 CSI. TC BC WB Matrix-MP 0.58 0.28 0.73 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.05 -0.07 0.01 (loc) 8 8 6 l/defl >999 >999 n/a L/d 240 180 n/a PLATES MT20 MT20HS Weight: 79 lb FT = 20% GRIP 244/190 187/143 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP 2400F 2.0E WEBS 2x4 SP No.3 *Except* 3-8,1-9,5-7: 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)10=0-8-0, 6=0-8-0 Max Horz 10=-152(LC 6) Max Uplift 10=-2147(LC 8), 6=-2077(LC 8) Max Grav 10=4523(LC 1), 6=4375(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3284/1571, 2-3=-2856/1434, 3-4=-2856/1433, 4-5=-3346/1601, 1-10=-3176/1523, 5-6=-3234/1552 BOT CHORD 8-9=-1212/2601, 7-8=-1236/2649 WEBS 3-8=-1618/3251, 4-8=-629/358, 4-7=-346/661, 2-8=-522/322, 2-9=-298/569, 1-9=-1327/2847, 5-7=-1353/2900 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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) 10=2147, 6=2077. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1644 lb down and 789 lb up at 0-8-12, 1640 lb down and 786 lb up at 2-8-12, 1640 lb down and 789 lb up at 4-8-12, and 1640 lb down and 789 lb up at 6-8-12, and 1642 lb down and 787 lb up at 8-8-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 6-10=-20 Concentrated Loads (lb) Vert: 8=-1640(F) 11=-1644(F) 12=-1640(F) 13=-1640(F) 14=-1642(F) September 14,2020 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 2391549 Truss MV3 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299112 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-2OfwbStnQ3wb5Sbnazj3?vGDqWgtLgx3S6AZ35ydfNi Scale = 1:10.2 1 2 3 2x4 2x4 2x4 2-11-8 2-11-8 0- 0 - 4 1- 5 - 1 2 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.12 0.05 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 10 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=2-11-0, 3=2-11-0 Max Horz 1=59(LC 10) Max Uplift 1=-24(LC 10), 3=-53(LC 10) Max Grav 1=81(LC 15), 3=89(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 14,2020 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 2391549 Truss MV4 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299113 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:53 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-2OfwbStnQ3wb5Sbnazj3?vGAeWfyLgx3S6AZ35ydfNi Scale = 1:12.5 1 2 3 2x4 2x4 2x4 3-10-8 3-10-8 0- 0 - 4 1- 1 1 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.26 0.11 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=3-10-0, 3=3-10-0 Max Horz 1=83(LC 10) Max Uplift 1=-34(LC 10), 3=-76(LC 10) Max Grav 1=115(LC 15), 3=126(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 14,2020 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 2391549 Truss MV4A Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299114 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:54 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-WaDIoouPBN2SicAz8hEIY7pKbv_q47BChmv6bXydfNh Scale = 1:10.7 1 2 3 4 2x4 3x4 3x4 2x4 4-8-0 4-8-0 3-2-8 3-2-8 4-8-0 1-5-8 0- 0 - 4 1- 7 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.38 0.13 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 15 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-7-8, 4=4-7-8 Max Horz 1=70(LC 10) Max Uplift 1=-57(LC 10), 4=-80(LC 10) Max Grav 1=145(LC 15), 4=144(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. September 14,2020 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 2391549 Truss MV5 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299115 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:55 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-?mnh08u1yhAJKml9iOmX4KMTMJJrpaRLwPff7zydfNg Scale = 1:15.2 1 2 3 2x4 2x4 2x4 4-11-8 4-11-8 0- 0 - 4 2- 5 - 1 2 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.51 0.21 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 17 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-11-0, 3=4-11-0 Max Horz 1=112(LC 10) Max Uplift 1=-45(LC 10), 3=-102(LC 10) Max Grav 1=155(LC 15), 3=170(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-130/262 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=102. September 14,2020 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 2391549 Truss MV6A Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299116 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:55 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-?mnh08u1yhAJKml9iOmX4KMP8JIKpaRLwPff7zydfNg Scale = 1:12.8 1 2 3 4 3x4 3x4 4x6 2x4 6-8-0 6-8-0 3-2-8 3-2-8 6-8-0 3-5-8 0- 0 - 4 1- 7 - 4 6.00 12 Plate Offsets (X,Y)-- [2:0-2-0,0-2-8], [3:Edge,0-2-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-R 0.71 0.31 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a -0.00 (loc) - - 4 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 21 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-7-8, 4=6-7-8 Max Horz 1=70(LC 10) Max Uplift 1=-96(LC 10), 4=-113(LC 7) Max Grav 1=218(LC 1), 4=218(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-142/268 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=113. September 14,2020 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 2391549 Truss MV7 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299117 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:56 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-TzL3DUvfj_IAywJLG6HmdYuZCjbgY1hV93ODfPydfNf Scale = 1:20.2 1 2 3 2x4 2x4 2x4 6-11-8 6-11-8 0- 0 - 4 3- 5 - 1 2 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.82 0.49 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-7-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=6-11-0, 3=6-11-0 Max Horz 1=166(LC 10) Max Uplift 1=-67(LC 10), 3=-150(LC 10) Max Grav 1=229(LC 15), 3=251(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-189/364 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 3=150. September 14,2020 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 2391549 Truss MV9 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299118 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-x9vRRpwHTIQ1Z4uYppo?9lRrf70_HSWeNj8mCsydfNe Scale = 1:25.8 1 2 3 5 4 6 7 2x4 2x4 2x4 2x4 2x4 8-11-8 8-11-8 0- 0 - 4 4- 5 - 1 2 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.33 0.17 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 36 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=8-11-0, 4=8-11-0, 5=8-11-0 Max Horz 1=220(LC 10) Max Uplift 4=-67(LC 10), 5=-249(LC 10) Max Grav 1=124(LC 1), 4=112(LC 15), 5=415(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-333/140 WEBS 2-5=-313/523 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 4-6-13, Exterior(2) 4-6-13 to 8-9-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=249. September 14,2020 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 2391549 Truss MV11 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299119 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:50 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-epzozQru78X0E?sCvrAMNHebvIam8HXcm8xuSmydfNl Scale = 1:30.6 1 2 3 5 4 6 7 83x4 2x4 2x4 2x4 2x4 10-10-8 10-10-8 0- 0 - 4 5- 5 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.55 0.33 0.17 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 45 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=10-10-0, 4=10-10-0, 5=10-10-0 Max Horz 1=271(LC 10) Max Uplift 4=-47(LC 10), 5=-321(LC 10) Max Grav 1=187(LC 1), 4=125(LC 15), 5=566(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-347/158 WEBS 2-5=-403/577 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-5-13, Exterior(2) 6-5-13 to 10-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=321. September 14,2020 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 2391549 Truss MV13 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299120 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:51 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-6?XAAmrXuSftr9ROTZhbwUBqyiyEtlum?ohS_CydfNk Scale = 1:36.0 1 2 3 4 7 6 5 8 9 3x4 2x4 2x4 2x4 2x4 2x4 2x4 12-10-8 12-10-8 0- 0 - 4 6- 5 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.19 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 57 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 12-10-0. (lb) - Max Horz 1=325(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-206(LC 10), 7=-225(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=418(LC 15), 7=364(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-405/192 WEBS 3-6=-258/312, 2-7=-282/337 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 9-8-12, Exterior(2) 9-8-12 to 12-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=206, 7=225. September 14,2020 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 2391549 Truss MV15 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299121 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-aB5YN6s9fmokTI0a1GCqSikxW6FCcCivESQ?WeydfNj Scale = 1:41.7 1 2 3 4 7 6 5 8 9 103x4 2x4 2x4 2x4 2x4 2x4 2x4 14-10-8 14-10-8 0- 0 - 4 7- 5 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.54 0.34 0.13 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 67 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 14-10-0. (lb) - Max Horz 1=378(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 5 except 6=-173(LC 10), 7=-308(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 6=423(LC 15), 7=529(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-428/209 WEBS 3-6=-218/258, 2-7=-386/427 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 11-8-12, Exterior(2) 11-8-12 to 14-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=173, 7=308. September 14,2020 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 2391549 Truss MV17 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299122 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:52 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-aB5YN6s9fmokTI0a1GCqSik0n6HIcBjvESQ?WeydfNj Scale = 1:43.4 1 2 3 4 5 6 11 10 9 8 7 12 13 3x4 3x4 3x4 16-10-8 16-10-8 16-10-8 16-10-8 0- 0 - 4 8- 5 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.20 0.19 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 81 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 6-7 REACTIONS.All bearings 16-10-0. (lb) - Max Horz 1=432(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 7 except 8=-211(LC 10), 9=-181(LC 10), 11=-231(LC 10) Max Grav All reactions 250 lb or less at joint(s) 7, 1 except 8=492(LC 15), 9=359(LC 15), 11=377(LC 15) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-502/234, 2-4=-343/158 WEBS 5-8=-266/314, 2-11=-282/321 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 13-8-12, Exterior(2) 13-8-12 to 16-8-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are 2x4 MT20 unless otherwise indicated. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except (jt=lb) 8=211, 9=181, 11=231. September 14,2020 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 2391549 Truss PB1 Truss Type Piggyback Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299123 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:57 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-x9vRRpwHTIQ1Z4uYppo?9lRu671pHTmeNj8mCsydfNe Scale = 1:34.7 1 2 3 4 5 6 7 8 9 14 13 12 11 10 15 16 17 4x6 3x4 3x4 3x4 3x4 2x4 2x4 2x4 2x4 2x4 2x4 2x4 20-4-10 20-4-10 16-8-5 16-8-5 20-4-10 3-8-5 0- 4 - 3 1- 8 - 9 0- 1 - 1 0 0- 4 - 3 0- 1 - 1 0 1- 8 - 9 6.00 12 Plate Offsets (X,Y)-- [7:0-2-0,0-2-8] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.17 0.12 0.08 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.00 0.00 0.00 (loc) 9 9 8 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 66 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 2-14. REACTIONS.All bearings 18-5-8. (lb) - Max Horz 2=-62(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 14 except 8=-112(LC 10), 2=-113(LC 10), 13=-166(LC 6), 11=-146(LC 7), 10=-129(LC 10) Max Grav All reactions 250 lb or less at joint(s) 8, 2 except 14=255(LC 19), 13=322(LC 20), 11=297(LC 19), 10=297(LC 20) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-240/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-7 to 7-10-1, Interior(1) 7-10-1 to 12-5-7, Exterior(2) 12-5-7 to 20-0-4 zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14 except (jt=lb) 8=112, 2=113, 13=166, 11=146, 10=129. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 14,2020 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 2391549 Truss PB2 Truss Type GABLE Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299124 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:45:59 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-tY0BsVxY?vgkpN2wxEqTFAWA9wh7lMIxr1dtGkydfNc Scale = 1:36.1 2 3 4 5 6 7 8 13 12 11 10 1 14 15 9 3x4 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 20-4-10 20-4-10 5-8-5 5-8-5 14-8-5 9-0-0 20-4-10 5-8-5 -0 - 0 - 4 2- 9 - 1 5 2- 1 0 - 3 0- 1 - 6 0- 1 - 1 0 2- 8 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [3:0-2-0,0-2-8], [7:0-2-0,0-2-8], [8:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.33 0.19 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 69 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-4-10. (lb) - Max Horz 1=-99(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-266(LC 15), 9=-232(LC 16), 2=-332(LC 10), 11=-146(LC 6), 13=-118(LC 10), 10=-118(LC 10), 8=-332(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 9 except 2=528(LC 15), 11=286(LC 19), 13=342(LC 19), 10=342(LC 20), 8=506(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 lb uplift at joint 1, 232 lb uplift at joint 9, 332 lb uplift at joint 2, 146 lb uplift at joint 11, 118 lb uplift at joint 13, 118 lb uplift at joint 10 and 332 lb uplift at joint 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 14,2020 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 2391549 Truss PB3 Truss Type GABLE Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299125 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:01 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-pw8yGBzoXXwS2hCJ2fsxKbcXokNeDG8EIL6_LdydfNa Scale = 1:36.1 2 3 4 5 6 7 8 13 12 11 10 1 9 3x4 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 20-4-10 20-4-10 7-8-5 7-8-5 12-8-5 5-0-0 20-4-10 7-8-5 -0 - 0 - 4 3- 9 - 1 5 3- 1 0 - 3 0- 1 - 6 0- 1 - 1 0 3- 8 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-5-8,Edge], [4:0-2-0,0-2-8], [6:0-2-0,0-2-8], [8:0-5-8,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 8 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 72 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-4-10. (lb) - Max Horz 1=136(LC 9) Max Uplift All uplift 100 lb or less at joint(s) 11 except 1=-274(LC 15), 9=-232(LC 16), 2=-283(LC 10), 13=-203(LC 10), 10=-203(LC 10), 8=-283(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=518(LC 15), 13=383(LC 15), 10=377(LC 16), 8=486(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-13=-276/383, 7-10=-270/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 11 except (jt=lb) 1=274, 9=232, 2=283, 13=203, 10=203, 8=283. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 14,2020 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 2391549 Truss PB4 Truss Type GABLE Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299126 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:02 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-H6iKUX_QIq2JgrnVcMOAsp8iD8jtyjONX?rXt3ydfNZ Scale = 1:40.2 2 3 4 5 6 7 8 13 12 11 10 1 14 15 16 17 9 3x4 3x4 3x6 3x4 2x4 2x4 2x4 2x4 2x4 2x4 3x6 20-4-10 20-4-10 9-8-5 9-8-5 10-8-5 1-0-0 20-4-10 9-8-5 -0 - 0 - 4 4- 9 - 1 5 4- 1 0 - 3 0- 1 - 6 0- 1 - 1 0 4- 8 - 9 6.00 12 Plate Offsets (X,Y)-- [2:0-5-12,Edge], [4:0-2-0,0-2-8], [6:0-2-0,0-2-8], [8:0-5-12,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.27 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 9 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 20-4-10. (lb) - Max Horz 1=-173(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 1=-277(LC 15), 9=-221(LC 16), 2=-295(LC 10), 13=-233(LC 10), 10=-233(LC 10), 8=-295(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 9, 11 except 2=500(LC 15), 13=408(LC 15), 10=408(LC 16), 8=468(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-186/254, 4-5=-98/250, 5-6=-98/250 WEBS 3-13=-302/383, 7-10=-301/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-7 to 3-4-7, Interior(1) 3-4-7 to 5-5-7, Exterior(2) 5-5-7 to 14-11-4, Interior(1) 14-11-4 to 17-0-4, Exterior(2) 17-0-4 to 20-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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. 4) Provide adequate drainage to prevent water ponding. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 277 lb uplift at joint 1, 221 lb uplift at joint 9, 295 lb uplift at joint 2, 233 lb uplift at joint 13, 233 lb uplift at joint 10 and 295 lb uplift at joint 8. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 14,2020 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 2391549 Truss PB5 Truss Type Piggyback Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299127 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:08 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-6G3bka2BugpTOmEfzdVa64OkQZlxMRvGvxIr4jydfNT Scale = 1:37.6 1 2 3 4 5 6 7 11 10 9 8 12 13 14 15 4x6 3x4 3x4 2x4 2x4 2x4 2x4 2x4 3x4 20-4-10 20-4-10 10-2-5 10-2-5 20-4-10 10-2-5 0- 4 - 3 4- 1 1 - 9 0- 1 - 1 0 0- 4 - 3 0- 1 - 1 0 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.29 0.21 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in 0.01 0.02 0.00 (loc) 7 7 6 l/defl n/r n/r n/a L/d 180 120 n/a PLATES MT20 Weight: 75 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 18-5-8. (lb) - Max Horz 2=-181(LC 8) Max Uplift All uplift 100 lb or less at joint(s) except 2=-117(LC 10), 11=-275(LC 10), 8=-275(LC 10), 6=-117(LC 10) Max Grav All reactions 250 lb or less at joint(s) 2, 9, 6 except 11=462(LC 15), 8=462(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-337/377, 5-8=-337/377 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-4-7 to 3-4-7, Interior(1) 3-4-7 to 7-2-5, Exterior(2) 7-2-5 to 13-2-5, Interior(1) 13-2-5 to 17-0-4, Exterior(2) 17-0-4 to 20-0-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 2, 275 lb uplift at joint 11, 275 lb uplift at joint 8 and 117 lb uplift at joint 6. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. September 14,2020 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 2391549 Truss V4 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299128 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:32 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-PuWgnnLEE2q3GS4GNgwC48OtVEyQ_JboQg67xKydfN5 Scale = 1:11.0 1 2 3 2x4 3x4 2x4 0-0-5 0-0-5 4-5-4 4-4-14 2-2-10 2-2-10 4-5-4 2-2-10 0- 0 - 4 1- 7 - 1 5 0- 0 - 4 9.00 12 Plate Offsets (X,Y)-- [2:0-2-0,Edge] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.09 0.15 0.00 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 13 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 BRACING- TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=4-4-9, 3=4-4-9 Max Horz 1=-58(LC 8) Max Uplift 1=-63(LC 10), 3=-63(LC 10) Max Grav 1=132(LC 1), 3=132(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. September 14,2020 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 2391549 Truss V7 Truss Type Valley Qty 2 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299129 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-t442_7Mt?MywuceTwNRRdLw0meJVjmGxfKsgTmydfN4 Scale = 1:18.6 1 2 3 4 2x4 4x6 2x4 2x4 0-0-5 0-0-5 7-1-4 7-0-14 3-6-10 3-6-10 7-1-4 3-6-10 0- 0 - 4 2- 7 - 1 5 0- 0 - 4 9.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.25 0.10 0.04 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 25 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-0-9, 3=7-0-9, 4=7-0-9 Max Horz 1=-101(LC 8) Max Uplift 1=-87(LC 10), 3=-87(LC 10), 4=-44(LC 10) Max Grav 1=127(LC 1), 3=131(LC 16), 4=206(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 14,2020 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 2391549 Truss V8 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299130 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:33 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-t442_7Mt?MywuceTwNRRdLw?KeJOjlmxfKsgTmydfN4 Scale = 1:14.8 1 2 3 4 2x4 4x6 2x4 2x4 0-0-8 0-0-8 7-9-0 7-8-8 3-10-8 3-10-8 7-9-0 3-10-8 0- 0 - 4 1- 1 1 - 4 0- 0 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.28 0.11 0.07 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 24 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=7-8-0, 3=7-8-0, 4=7-8-0 Max Horz 1=-60(LC 8) Max Uplift 1=-77(LC 10), 3=-77(LC 10), 4=-75(LC 10) Max Grav 1=121(LC 1), 3=124(LC 16), 4=239(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4. September 14,2020 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 2391549 Truss V12 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299131 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:13 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-TEsUoI6KiDRlUX7dlA4lp75V0aR31iM?3D0cmwydfNO Scale = 1:21.2 1 2 3 43x4 4x6 3x4 2x4 0-0-8 0-0-8 11-9-0 11-8-8 5-10-8 5-10-8 11-9-0 5-10-8 0- 0 - 4 2- 1 1 - 4 0- 0 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-P 0.68 0.28 0.10 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 3 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 38 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size)1=11-8-0, 3=11-8-0, 4=11-8-0 Max Horz 1=-97(LC 8) Max Uplift 1=-124(LC 10), 3=-124(LC 10), 4=-121(LC 10) Max Grav 1=195(LC 1), 3=200(LC 16), 4=386(LC 1) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-4=-254/332 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 124 lb uplift at joint 1, 124 lb uplift at joint 3 and 121 lb uplift at joint 4. September 14,2020 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 2391549 Truss V16 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299132 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:17 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-L?6?df9qmRxBz8QO_09hzzGHNBrbzVEb_r_qvhydfNK Scale = 1:26.8 1 2 3 4 5 8 7 6 9 10 3x4 4x6 3x4 2x4 2x4 2x4 2x4 2x4 0-0-8 0-0-8 15-9-0 15-8-8 7-10-8 7-10-8 15-9-0 7-10-8 0- 0 - 4 3- 1 1 - 4 0- 0 - 4 6.00 12 LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.11 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 56 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 15-8-0. (lb) - Max Horz 1=-134(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 8=-211(LC 10), 6=-211(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5 except 7=254(LC 1), 8=347(LC 15), 6=347(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-263/357, 4-6=-263/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-10-8, Interior(1) 3-10-8 to 4-10-8, Exterior(2) 4-10-8 to 10-10-8, Interior(1) 10-10-8 to 11-10-8, Exterior(2) 11-10-8 to 15-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 7 except (jt=lb) 8=211, 6=211. September 14,2020 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 2391549 Truss V20 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299133 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:20 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-mao7GhCj3MJmqc9zg8iObcunzOrdAsm1goCUW0ydfNH Scale = 1:33.3 1 2 3 4 5 8 7 6 9 10 11 12 3x4 4x6 3x4 5x6 2x4 2x4 2x4 2x4 0-0-8 0-0-8 19-9-0 19-8-8 9-10-8 9-10-8 19-9-0 9-10-8 0- 0 - 4 4- 1 1 - 4 0- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [7:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.32 0.22 0.12 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 5 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 74 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 19-8-0. (lb) - Max Horz 1=-171(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 5 except 8=-281(LC 10), 6=-281(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 8=466(LC 15), 6=465(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-8=-343/402, 4-6=-342/402 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 6-10-8, Exterior(2) 6-10-8 to 12-10-8, Interior(1) 12-10-8 to 16-1-7, Exterior(2) 16-1-7 to 19-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except (jt=lb) 8=281, 6=281. September 14,2020 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 2391549 Truss V24 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299134 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:26 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-ak9PWkGUeC4vYXc60Pport8qLpvTaaRv2kfojgydfNB Scale = 1:40.0 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 163x4 4x6 3x4 5x6 0-0-8 0-0-8 23-9-0 23-8-8 11-10-8 11-10-8 23-9-0 11-10-8 0- 0 - 4 5- 1 1 - 4 0- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.20 0.19 0.11 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 95 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 23-8-0. (lb) - Max Horz 1=-208(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-208(LC 10), 12=-193(LC 10), 9=-208(LC 10), 8=-193(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=386(LC 15), 11=392(LC 15), 12=314(LC 15), 9=391(LC 16), 8=314(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-11=-265/291, 2-12=-237/281, 5-9=-265/291, 6-8=-237/281 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-10-8, Interior(1) 3-10-8 to 8-10-8, Exterior(2) 8-10-8 to 14-10-8, Interior(1) 14-10-8 to 19-10-8, Exterior(2) 19-10-8 to 23-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=208, 12=193, 9=208, 8=193. September 14,2020 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 2391549 Truss V28 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299135 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:28 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-X7G9xQIkAqKdnrmV8qrGwID97daW2TACV28voZydfN9 Scale = 1:46.7 1 2 3 4 5 6 7 12 11 10 9 8 13 14 15 16 3x4 4x6 3x4 5x6 0-0-8 0-0-8 27-9-0 27-8-8 13-10-8 13-10-8 27-9-0 13-10-8 0- 0 - 4 6- 1 1 - 4 0- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [10:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.31 0.21 0.16 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.00 (loc) - - 7 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 115 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 27-8-0. (lb) - Max Horz 1=-252(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 11=-183(LC 10), 12=-266(LC 10), 9=-183(LC 10), 8=-266(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=408(LC 15), 11=364(LC 15), 12=442(LC 15), 9=364(LC 16), 8=442(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-134/273, 4-5=-134/273 WEBS 3-11=-241/258, 2-12=-327/346, 5-9=-241/258, 6-8=-327/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=28ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-7-9, Interior(1) 3-7-9 to 10-10-8, Exterior(2) 10-10-8 to 16-10-8, Interior(1) 16-10-8 to 24-1-7, Exterior(2) 24-1-7 to 27-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except (jt=lb) 11=183, 12=266, 9=183, 8=266. September 14,2020 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 2391549 Truss V32 Truss Type Valley Qty 1 Ply 1 QUINTEROS RESIDENCE_JESSICA QUINTEROS Job Reference (optional) T21299136 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 14 16:46:31 2020 Page 1 Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, ID:7ddraUKxw8p9gjWHXUAetUz_oII-xiyIZRKcTliCeIV4pyPzYwrgrqcrFp9fC0NZPuydfN6 Scale = 1:52.6 1 2 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 19 20 21 22 3x4 4x6 3x4 3x4 5x6 3x4 0-0-8 0-0-8 31-9-0 31-8-8 15-10-8 15-10-8 31-9-0 15-10-8 0- 0 - 4 7- 1 1 - 4 0- 0 - 4 6.00 12 Plate Offsets (X,Y)-- [15:0-3-0,0-3-0] LOADING (psf) TCLL TCDL BCLL BCDL 20.0 7.0 0.0 * 10.0 SPACING- Plate Grip DOL Lumber DOL Rep Stress Incr Code 2-0-0 1.25 1.25 YES FBC2017/TPI2014 CSI. TC BC WB Matrix-S 0.21 0.17 0.20 DEFL. Vert(LL) Vert(CT) Horz(CT) in n/a n/a 0.01 (loc) - - 11 l/defl n/a n/a n/a L/d 999 999 n/a PLATES MT20 Weight: 139 lb FT = 20% GRIP 244/190 LUMBER- TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 BRACING- TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS.All bearings 31-8-0. (lb) - Max Horz 1=-298(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1 except 16=-207(LC 10), 17=-192(LC 10), 18=-197(LC 10), 14=-207(LC 10), 13=-192(LC 10), 12=-197(LC 10) Max Grav All reactions 250 lb or less at joint(s) 1, 11 except 15=380(LC 15), 16=481(LC 15), 17=376(LC 15), 18=329(LC 15), 14=481(LC 16), 13=377(LC 16), 12=328(LC 16) FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-154/318, 6-7=-154/318 WEBS 5-16=-273/299, 2-18=-252/295, 7-14=-272/299, 10-12=-251/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.0psf; h=15ft; B=45ft; L=32ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-7-9 to 3-10-8, Interior(1) 3-10-8 to 12-8-8, Exterior(2) 12-8-8 to 19-0-8, Interior(1) 19-0-8 to 27-10-8, Exterior(2) 27-10-8 to 31-1-7 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x4 MT20 unless otherwise indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 16=207, 17=192, 18=197, 14=207, 13=192, 12=197. September 14,2020 P R O D U C T C O D E A P P R O V A L S L A T E R A L B R A C I N G L O C A T I O N I n d i c a t e s l o c a t i o n w h e r e b e a r i n g s ( s u p p o r t s ) o c c u r . I c o n s v a r y b u t r e a c t i o n s e c t i o n i n d i c a t e s j o i n t n u m b e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . I n d i c a t e d b y s y m b o l s h o w n a n d / o r b y t e x t i n t h e b r a c i n g s e c t i o n o f t h e o u t p u t . U s e T o r I b r a c i n g i f i n d i c a t e d . T h e f i r s t d i m e n s i o n i s t h e p l a t e w i d t h m e a s u r e d p e r p e n d i c u l a r t o s l o t s . S e c o n d d i m e n s i o n i s t h e l e n g t h p a r a l l e l t o s l o t s . C e n t e r p l a t e o n j o i n t u n l e s s x , y o f f s e t s a r e i n d i c a t e d . D i m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . A p p l y p l a t e s t o b o t h s i d e s o f t r u s s a n d f u l l y e m b e d t e e t h . 1 . A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2 . T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3 . N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4 . P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5 . C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6 . P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7 . D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8 . U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9 . U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 1 0 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 1 1 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 1 2 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 1 3 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 1 4 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 1 5 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 1 6 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 1 7 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 1 8 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 1 9 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 2 0 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 2 1 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . F a i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y D a m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 1 2 M i T e k ® A l l R i g h t s R e s e r v e d M i T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 5 / 1 9 / 2 0 2 0 e d g e o f t r u s s . f r o m o u t s i d e " 1 6 / 1 - 0 I C C - E S R e p o r t s : E S R - 1 3 1 1 , E S R - 1 3 5 2 , E S R 1 9 8 8 E R - 3 9 0 7 , E S R - 2 3 6 2 , E S R - 1 3 9 7 , E S R - 3 2 8 2 J O I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E A R O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O T H E L E F T . C H O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T N U M B E R S / L E T T E R S . W 4 - 6 W3-6 W 3 - 7 W2-7 W 1 - 7 C1-8 C 5 - 6 C 6 - 7 C 7 - 8 C4-5 C 3 - 4 C 2 - 3 C 1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 B O T T O M C H O R D S T O P C H O R D S B E A R I N G 4 x 4 P L A T E S I Z E T h i s s y m b o l i n d i c a t e s t h e r e q u i r e d d i r e c t i o n o f s l o t s i n c o n n e c t o r p l a t e s . " 1 6 / 1 F o r 4 x 2 o r i e n t a t i o n , l o c a t e p l a t e s 0 - 1 " 4 / 3 P L A T E L O C A T I O N A N D O R I E N T A T I O N S y m b o l s N u m b e r i n g S y s t e m G e n e r a l S a f e t y N o t e s * P l a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k 2 0 / 2 0 s o f t w a r e o r u p o n r e q u e s t . I n d u s t r y S t a n d a r d s : A N S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . D S B - 8 9 : D e s i g n S t a n d a r d f o r B r a c i n g . B C S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6 - 4 - 8 W E B S T r u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e t r u s s u n l e s s o t h e r w i s e s h o w n . L u m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 s e c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s e s t a b l i s h e d b y o t h e r s . d i m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s