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HomeMy WebLinkAboutTRUSS PAPERWORK® Lumber design values are in accordance with ANSI/CPI 1 section 6.3 N81 These truss designs rely on lumber values established by others. File Copy SCA�N�NE® MiTek® St. Lucie County RE: 1755734 - LT 6 WATERSTONE-ST LUCIE C MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: ADAMS HOMES Project Name: 1755734 Model: 1780 B Tampa, FL33610-4115 Lot/Block: 6/5/34 Subdivision: WATERSTONE-ST LUCIE COUNTY Address: 5321 SAN BENDETTO PL, . City: FORT PIERCE State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/fP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 37 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name Date I No. I Seal# I Truss Name Date 1 1 T16872112 1 A01 4/24/19 118 1 T16872129 I CJ1A 4/24/19 12 1 T1 6872113 1 A02 14/24/19 119 1 T1 6872130 1 CJ 1 B 14/24/19 1 13 1 T16872114 1 A03 14/24/19 120 1 T16872131 1 CJ 1 V 14/24/19 1 14 1 TI6872115 1 A04 14/24/19 121 1 T16872132 1 CJ3 14/24/19 1 15 1 T16872116 1 A05 1 4/24119 122 1 T16872133 1 CJ3V 14/24/19 1 16 1 T168721171 A06 1 4/24/19 123 1 T16872134 CJ5 14/24/19 1 17 1 T16872118 1 A07 4/24/19 124 1 T168;2135 CJSV 14/24/19 18 1T168721191A08 14/24/19 125 1 T1 6872136 1 EJ7 14/24/19 19 1 T1 6872120 1 A09 1 4124/19 126 1 T1 6872137 1 EJ7A 14/24/19 110 1 T1 6872121 1 At 0 14/24/19 127 1 T1 6872138 1 EJ7V 14/24/19 111 T1 6872122 1 At 1 14/24/19 128 1 T1 6872139 1 EJ21 0 14/24/19 1 112 T1 6872123 1 At 2 14/24/19 129 1T168721401EJ210A 14/24/19 1 113 1 T1 6872124 1 At 3 14/24/19 130 1 T1 6872141 1 EJ210B 14/24/19 1 114 1 T16872125 1 At 4 14/24/19 131 1 T16872142 1 EJ210C 14/24/19 1 115 T168721261B01 14/24/19 132 1 T1 6872143 1 EJ21 OD 14/24/19 1 116 T168721271 B02 1 4/24l19 133 1 T16872144 1 HJ7 14/24/19 1 17 T16872128 CJ1 1 4/24/19 34 T16872145 HJ7V 1 4/24/19 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc, under my direct supervision based on the parameters provided by Builders FirstSourcc (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 29, 2021. 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 ANSIrl-PI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek 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. Velez, Joaquin IIIIIII IIN ENgFF�'.� 68182 t* tTE OF NAL'P `%%� 11111���� USA, Int. FL Ceti 6634 'arke Ea t Blvd. Tampa FL 33610 April 24,2019 1 of 2 RE: 1755734 - LT 6 WATERSTONE-ST LUCIE C Site Information: Customer Info: ADAMS HOMES Project Name: 1755734 Model: 1780 B Lot/Block: 6/5/34 Subdivision: WATERSTONE-ST LUCIE COUNTY Address: 5321 SAN BENDETTO PL, . City: FORT PIERCE State: FLORIDA No. ISeal# I Truss Name I Date 35 T16872146 HJ210 4/24/19 36 T16872147 HJ210A 14/24/19 I 137 T16872148 HJ2108 1 4/24/19 2of2 Job Truss Truss Type OtY Ply=WATERSTONE-ST LUCIE CT16872112 a I► 1755734 A01 Special Truss 10 af bunaers rasibource, Flan[uty, VL-Met, /, 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:06 2019 5.6 Scale=1:71.9 5,8 c 3.00 12 5xB S LOADING (pst) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber COL 1.25 Rep Stress [nor YES Code FBC2017/TP12014 CS1. TC 0.95 BC .0.95 WB 0.96 Matdx-AS DEFL. in (lac) Udell Ud Vert(LL) 0.70 12-13 >687 240 Vert(CT) -1.16 12-13 >414 180 Horz(CT) 0.63 10 n/a r✓a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 212111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 - BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS IRow at midpt 5-14 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=155210-8-0, 10=1552/0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4917/2714, 3-4=-4718/2560, 4-5=-4745/2670, 5-6— 2418/1539, 6-7=-2411/1535, 7-8=-4745/2670,8-9=4719/2560,9-10=-4917/2714 BOT CHORD 2-15=-2265/4745, 14-15=-1315/2945, 13-14=-661/1867, 12-13=-1315/2831, 10-12=-2265/4435 WEBS 6-13=-467/933,7-13=-1103/746,7-12= 960/2000,6-14=-471/988,5-14=-1171//44, 5-15=-961/2163 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.Opst h=15fl; B--45f ; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Extedor(2) 16-0-0 to 24-0-0,. Interior(1) 24-0-0 to 37-4-0, Extenor(2) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS 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 fast bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 2, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift atloint(s) except QHb) 2=803, 10=803. 8) This truss design requires that a minimum of 7/16'stmctural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. - Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 24,2019 ® WARNING-Vedfydeslgnp vametersend READ NOTES ON MIS AND INCLUDED MI EKREFERANCE PAGE Mo,74n.x. UM2015 BEFORE USE. Design valld for use only Win MiTek® connectors. this design Is based only upon parameters shown, and Is for an individual buliding component, not a truss system. Before use. the bulltling designer must verity the applicability of design parameters and properly Incorporate thb design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricatlon, storage: delivery, erection and bracing of trusses and buss systems, seeANsl/r ,11 Quality CMnh, DS549 and SCSI Building Cemponmt 69N Palle East Blvd. Safety I nformadenovallable from Truss Plate Institute. 218 N. lee Street, Suite 312, Alexandra VA 22314. Tampa. FL 33610 Job Truss Truss Type Cry Ply LT 6 WATERSTONE-ST LUCIE C o T76872113 1755734 A02 Hip Truss 7 1 Job Reference (optional) ommers Mnaa.. ce, ream ury, rt- -aaout, 8.220 s Nov 162018 MiTek Industries, Inc. Wed Apr 2411:03:08 2019 Scale =1:74.3 5x6 = 5x6 = 6 7 6.00 12 3x4 6 3x4 -- 5 8 2T 28 3x6 4 3x6 C 5x6 i 4 9 n 5z6 3 10 1.5x8 STP= 26 29 2 19 18 17 16 15 14 13 4 1 6z12 MT20H5 = 3x6 = 3x4 = 3x6 = 4x6 = 6xl2 MT20HS = 111m w 3x4 = 5xBZ 300 12 5xB 8 144"11 7-4 4 S'7-98800 0 -0 5-8-11 4 II -4 0 5-8-11 B-8-0 Plate Offsets X -- 2:0-2-7 Ede 3:0-3-0,0-3-0 , 6:0-3-00-2-0 :0-9-0 0-2-0 10:0-3-00-3-0 11:0-2-7,Ed e LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.65 18-19 >734 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT)-0.9518-19 >504 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.57 Horz(CT) 0.65 11 n/a r/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 224 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. - 2-19,11-13: 2x4 SP No.1 WEBS 1 Row at midpt 4-18, 5-17, 8-16, 9-14 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 REACTIONS. (lb/size) 2=1552/0-8-0, 11=155210-8-0 Max Horz 2=418(LC 9) Max Uplift 2= 803(LC 10), l l=-803(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4890/2915, 3-4=-4727/2812,4-5=-3007/1949,5-6=-2237/1612, 6-7=-1957/1523, 7-8=-2237/1612,8-9=-3007/1949,9-10=4727/2812, 10-11=-4890/2915 BOT CHORD 2-19=-2446/4699, 18-19=-2183/4367, 17-18=-1303/2711, 16-17=-816/1957, 14-16=-1303/2632,13-14=-2183/4159,11-13= 2446/4409 WEBS 4-19=-540/1254,4-18=-1807/960,5-18=-347/888,5-17=-1189A40,6-17=-516/817, 7-16=-516/817,8-16=-1128/740,8-14= 347/823,9-14=-1666/960,9-13=-540/1165 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=4.2pst BCDL=5.Opsa h=15ft; B--45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS.(directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Intenor(1) 2-8-0 to 13-4-2, Extedor(2) 134-2 to 26-7-14, Intenor(1) 26-7-14 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 zone; end'vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. - 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at jolm(s) 2, 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=803, 11=803. - 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 Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cent 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 24,2019 QWARNING-Verffytl ar9.parameterea dREAONOTES ON THOANOMCLUOEOMmEKREFERANCEPAGEMIF74Mre, 10032015BEFOREUSE. Design volid for use only with Mire to connectors. this design b based only upon parameters shown. and Is for an individual building component, not ��®® a huss system. Before use, the building designer must verify the applicability of design Parameters and property Incorporate this design Into the overall �tY� buildingdesign.&acinglndicotedistopreventbuckingoflndlvldueltrussweband/or chord members only. Adtlltionaltemporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVTP11 Quality Cdhil 1336-89 and BC51 Building Component 6904 Parke East Blvd. Safety Infomtatbmvoilabie from Truss Plate Insfitute, 218 N. Lee Street Sulte 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply LT WATERSTONE-ST LUCIEC , r T76872114 1755734 A03 Hip Truss 1 1 Jab Reference (optional) Builders FirstSource, Plant City, FL-33567, 8.220 a Nov 16 2018 111 Industries, Inc. Wed Apr 24 11:03:09 2019 Pagel 1 D:g65k6Z?uV IiUOXUS7?YA4XyW 46R.C-jfuCkjtFi R5rkb_PiChke97ZOemIEbDPfKuzNX?O r1-49 5-11-1 8.8.0 1. 4 1Y0-0 23-0-0 2_75-12 3h4.0 (34-0-15 40-0.0 0 5-11-1 2-8-15 3-10-0 T5-12 6A-0 4-5-12 3-10-4 2-8-15 5-01-1 1.5.8 STP = 1 5.6 = 6.00 12 6 5x6 i 5 2x4 II 25 Sx6 4 4 51 = 7 17 16 2B 15 14 6x12 MT20HS = 3x8 = 4x6 = 3.4 = 5x6 B 26 2x4 II 9 5.6 10 27 13 6x12 Mi20H5= Scale = 1:75.1 4x10 MT20HS5 3.0012 Brie 8-8-0 1]-0.0 23.0-0 31-0-0 40.0-0 B-B-o ea-o s-o-o 14-o 8.8.0 Plate Offsets (X,Y)-- 12:0-1-14 Edqel 13:0-3-00-3-01 16:0-4-0 0-2-81 17:0-6-0 0-2-81 f10:0-3-0 0-3-01 111:0-2-7 Edoel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.69 13-14 >694 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.11 13-14 >432 180 MT20HS 187/143 BCLL 0.0 Rep Stress her YES WB 0.84 Horz(CT) 0.64 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrii Weight: 215 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 2-17,11-13:2x4 SP No.t WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 7-16 REACTIONS. (Ib/size) 2=1552/0-8-0, 11=1552/0-8-0 Max Horz 2=377(LC 9) Max Uplift 2=-803(LC 10), l l=-803(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5009/3053, 3-4=-4792/2925, 4-5=-4855/3047, 5-6=-2533/1815, 6-7=-2235/1714, 7-8=2532/1815, 8-9=-4756/3047, 9-10=-0720/2925, 10-11=A913/3053 BOT CHORD 2-17=-2572/4789, 16-17=.1614/3104, 14-16=-1062/2234, 13-14=-1614/2938, 11-13=-2572/4431 WEBS 5-17=-1053/2110,5-16=-1109/768,6-16=-460/825,7-16=-257/259, 7-14=-460/925, 8-14=-1046/769, 8-13=-1053/1945 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterigr(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-4-2, Exterior(2) 11-4-2 to 28-7-14, Interior(1) 28-7-14 to 37-4-0, Exterior(2) 37-4-0to 41-4-0 zone; end vertical left and tight exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water bonding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 = 101 7) Beating at joints) 2, 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (j1=11d) 2=803,11=803. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chard and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66162 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING-Vedlydesl9nparameters end READ NOTES ON TRISAND INCLUDED MIrEKREFES1ANCEPAGEM0.7479 rev. 100t1015BEFOREUSE Design volid for use only with MBek® connectors. this design is based any upon parameters shown, and Is for an Individual building component, not a huss system, Before use. the building designer must verify the applicability of design parameters and proporiy Incorporate this design Into the overall binding design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members orgy. Additlonol temporary and permanent bracing Milfek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcallon, storage. delivery. erection and bracing of trusses and truss systems. seeANSVWI I Cualav Criteria. DSB49 and BCSI Binding Component 6904 Rorke East Blvd. Safety Informatblwollable from Truss Plate Institute. 218 N. Lee Street Suite 31Z Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply=WATERSTONE-STLT LUCIECT16872115 r r 1755734 A04 Hip Truss 1 al Builders FirstSource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:11 2019 5x6 = 6.00 F12 5 3xfi G :5x6 i 4 24 3 1.5x8 STP= 23 2 16 15 27 0 1 602 MT20HS- SxB = Scale = 1:75.6 3x4 = 5x6 = 6 7 25 3.6 8 SXG \ N 9 26 1.5xa STP= 13 12 2814 0 4x6 = 5x8 - 6z12 MT2OH6= H Io w 4x10 Mi 3.0012 4x10 MT20HS� I I 15-0. i 25-0-0 { 31-0-0 46-G-0 8-8.0 64-0 10-0-0 6-4-0 8.8.0 Plate Offsets(XY)-- I2:0-1-14Edge1 f3.0-3-00-3.01 f5:O-3-80-2-4117:C.3-80.2-01 (9.0.3-00-3.01110'0-1-14Edae) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.6315-16 >764 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -1.0813-15 >446 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(CT) 0.62 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mali% -A$ Weight: 2051b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 1-3,9-11: 2x4 SP No.1 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3, Right: 2x4 SP N0.3 BRACING - TOP CHORD Structural woad sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 4-15, 8-13 REACTIONS. (Ib/size) 2=1552/0-8-0, 10=1552/0-8-0 Max Hom 2=336(LC 9) Max Uplift 2=-803(LC 10), 10=-803(LC 10) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4978/3159, 3-4=4815/3120, 4-5=-2892/2022, 5-6=-2542/1929, 6-7= 2542J1929, 7-8=-2892/2022,8-9=-4737/3120, 9-10=-4883/3159 BOT CHORD 2-16=-2665/4726, 15-16= 2477/4430, 13-15=-1459/2654, 12-13=2477/4172, 10-12=-2665/4401 WEBS 4-16=-572/1237,4-15=-1940/1241,5-15=-516/957,6-15=340/192,6-13=-340/192, 7-13=-516/957,8-13=-1609/1241, 8-12=-572/1155 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=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; Cat. 11; Exp CI Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-4-2, Exterior(2) 9-4-2 to 30-7-14, Interior(l) 30-7-14 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0zone; end vertical left and right exposes for members and forces 8 MW FRS 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL= 10.0psf. 7) Bearing at joints) 2, 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 2=803, 10=803. - 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. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING -Vii design paramelersanCREAD NOTES ON TNI.SAND WCLNDED MMREFERANCEPAGEMI 74M rev. I&TUr 015 Suall OSE Design voila for use only with Mffi connectors. This design Is based only upon parameters snows, and Is for on Individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this tleslgn Into the over all bulldingdeslgn. Bracing Indicated is to prevent buckling of individual buss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the and BC4l Butderp Cemponenf (Safety Ntl. lnfermatbrswollablefrom Truss Rate lInstitute,28 N. Lea Street Burns 312. A1�a�ot. VVA 22314me�O68419 Tampa, FL 33610 Job Truss Truss Type City Ply LT6WATERSTONE-ST LUCIEC 2 r T16872116 1755734 A05 HIP TRUSS 1 7 Job Reference (optional) Builders FirstSource, Plant City, FL-33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 Page 1 o, 6.00 12 6x12 MT20HS 2.4 II 5.8 = 4 26 27 5 28 296 1.Sx8 STP= Sx12= 3x411 3.6� 3x6 i 6xB = 3.00 Ll2 Scale =1:74.0 LOADING lost) SPACING- 2-" CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ve 1(LL) 0.37 17-20 >310 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) 0.29 17-20 >398 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 221 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-15: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3, WEBS 1Row at midpt 4-13.4-17 REACTIONS. (Ib/size) 2=-281/0-8-0, 9=988/0-8-0, 17=242010-8-0 9 117 Max Horz 2=295(LC 9) Max Uplift 2=-499(LC 20), 9=-533(LC 10), 17=-129D(LC 10) Max Gmv 9=1018(LC 16), 17=2420(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-0=-590/1392, 3-4=-839/1648, 4-5=-896!/46, 5-6=-898/741, 6-7=-1446/1022, 7-8=-2458/1567, 8-9=-2765/1739 BOT CHORD 2-17=-1257/662, 16-17=-428/492, 5-13=-430/454,12-13=-460/1270, 11-12=-1066/2134, 9-11=-1382/2466 WEBS 3-17=-458/616, 4-16=01255, 4-13=-818/1431, 6-13=-518/318, 6-12=-303/651, 7-12=-1081/707, 7-11= 334/782, 8-11=-282/258, 13-16= 426/525,4-17=-2247/1399 NOTES- 1) Unbalanced roof live loads have been considered torthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2ps1; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-4-2, Extedor(2) 7-4-2 to 18-7-14, Interior(1) 18-7-14 to 21-4-2, Exterior(2) 21-0-2 to 32-7-14, Interior(1) 32-7-14 to 37-4-0; Exterior(2) 37-4-0 to 414-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D0L--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 lost bottom chord live load nonconcunent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=499, 9=533, 17=1290. 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. Joaquin Velez PE No.68182 M1Tek USA, Inc. FL Cod 6634 6004 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING -VeNlydeslgnparameten,nd READN0mFS ON rHISANDWCLUDEDMI KREFERANCEPAGEMI474m.rev 7�15BEFOREUSE ��- Design valid for use only with yl connectors. This design IS based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of dedgn paameters and properly Incorporate mis design Into Me overall building design. Bracing Indicated is to prevent bucking of individual mess web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and Imss systems, seeANSVIPIT Cuopy Criteria. DSa-09 and SCSI Building Component 6904 Perk, East Blvd. Batty Nlarmalbruvoiloble from Trues vote Institute, 218 N. Lee Sheaf. Suite 312 Alexandria, VA 22314. Tampa, FL 33610 Job Thus Truss Type City Ply LT 6 WATERSTONE-ST LUCIEC 4 1 T76872117 1755734 A06 HIP TRUSS 1 1 Job Reference (optional) eueaers raslbource, Flea tnry, rL- uaobl, 3x6 i 6.a0 12 6x3 = 5.8 = 4.6 = 428 29 530 6 31 y 1.5x8 STP= 6x8 = 3x6 = 3.6 = 17 3x4 = 16 2x4 II 8.220 s Nov 16 2018 MI Tek Industries, Inc. 'IIUQXUS77YA4XyW46R-ZyWYxwoshnLkB 3-0 31-" 34-0.15 -0 1,4-0 1 2-8-15 5x6 = 32 771M 3x4 FPS\ 8 3.00112 940n 111--031--40 4a-0.0 nn r 24 11:03:14 2019 Page 1 jlRaw81HJ6a1V70_6zNX-x I p1 4-0 I 41 0 Scale=1:72.6 35 1.SxB STP= c d 011 IN 3x6 Plate Offsets ()(Y)-- [2:0-2-9 0-1-81 [4:0-6-00-2-81 [5:0-4-0 0-3-01 [7:0-3-8 0-2-41 110:0-2-10 0-0-71 f 14:0-7-4 0-4-01 LOADING first) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Verl 0.30 20-23 >368 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Veit(CT) -0.4313-14 >856 180 BCLL 0.0 Rep Stress lncr YES WB 0.57 Hoa(CT) 0.15 10 1 Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 223111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except 6-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 4-20, 5-19 REACTIONS. (lb/size) 2=-389/0-8-0,10=97010-8-0,20=2545/0-8-0 Max Horz 2=254(LC 9) Max Uplift 2=61120). 10=-531(LC 10), 20=-1319(LC'10) Max Gmv 10=994(LC 16), 20=2545(LC 1) FORCES. (to) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-680/1626, 3-4=-899H811, 4-5=-355/919, 56=-1101/766, 6-7=-1589/1153, 7-8=-1752/1204,8-9=2382/1532,9-10=-269B/1786 BOT CHORD 2-20=-1423//55, 19-20=-946/850, 6-14>566/547, 13-14=.333/1173, 12-13=-1003/2059, 10-12=1425/2423 WEBS 3.20=.379/548, 4-20=2169/1176, 4-19=-390/1065, 5-19=-1486/960, 5-14=-596/1261, 6-13=-365/515, 7-13=-153/507, 8-13=-760/495, B-12=-084/729, 9-12=-325/363 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; E1le C; Encl., GCp1=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 5-4-2, Exterior(2) 5-4-2 to 16-7-14. Interior(1) 16-7-14 to 23-4-2, Extenor(2) 23-4-2 to 34.7-14, Interior(1) 34-7-14 to 37-4-0, Extenor(2) 37-4-0 to 41-4-0 zone; porch left exl3osed;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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 2-b-0 wide will fit between the bottom chord and any other members. 6) Beating atjoint(s) 10 considers parallel to grain value using ANSVrPI 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 Qt=lb) 2=610, 10=531, 20=1319. 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. - Joaquin Velez PE No.68182 MTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 AWARNPIG-V.4tydestgnpare..tersenEBEADNO7 ONTII/SANDINCLUDWMI REFENANLEPAGEMX74M.. faMY1015BEFOBEUSE Design valid for use only with MTek®connectors. ri design is based any upon parameters shown. and is for an individual building component. not a hum system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall ■�.�Yr7 building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding tine fabdcatlon, storage. delivery. erection and bracing of trusses and truss systems seeANSUIPII CUo1MV Cdteda, DSM419 and SCSI Balding Component 69o4 Par,. East Blvd. aNty MtfbrmaMomvcllabie from Truss Rote Instrule. 218 N. We Sheet Suite 312 Alexandrlo, VA 22314. Tampa. FL 33610 Job Truss Truss Type Ply LT 6 WATERSTONE-ST LUCIE CT16872118 L 1 1755734 A07 HIPTRUSS r 1 Job Reference (optional) builders PIr515131.1108, Plant City, PL - 33567. 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed 11:03:19 2019 Page 1 Sx6 = Sx8 = 2x4 II 3xB = 5.6 = 6.00 FIR 4 28 29 305 6 31 7 32 8 3x6 i 2x4 3 - 18 1.5xB STP= 4x6 - 6xB = 17 3x4 = 3.00 12 9-0-0 M1-0 15-0.0 20-8-0 21-B-D 26-4-0 31-0-0 I 40-0-0 3x6 Scale=1:72.6 Plate Offsets (XY)-- [2:0-2-9 0-1-81 [4:0-4-0 0-2-81 15:0-3-12 0-3-01 1B:0-3-0 0-2-01 [10:0-2-6 0-0-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vart(LL) 0.38 19-22 >288 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) 0.3119-22 >354 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.69 Horz(CT) 0.16 10 l n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-AS Weight: 20811b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 6-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=-578/0-8-0, 10=930/0-8-0, 19=2775/0-8-0 Max Hom 2=-213(LC 8) Max Uplift 2=-803(LC 20), 10=-514(LC 10). 19_ 1411(LC 10) Max Grey 10=939(LC 16), 19=2775(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 5-19 FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-928/2065, 3-4=1083/2155, 4-5=-956/1944, 5-6=-10831693, 6-7=-1129/717, 7-8=-1864/1293,8-9=-2228/1440, 9-10=-2541/1743 BOT CHORD 2-19- 1814/988, 17-19=-302/401, 6-14=-283/266, 13-14=-893/1944, 12-13=-893/1944, 10-12=-1381/2284 WEBS 4-19= 1159/711,5-19=-2052/1222,5-17=-20/279,14-17= 338/460, 5-14=-741/1505, 7-14=-901/661,7-12=-267/94, 8-12=400//83, 9-12=333/434, 3-19=-299/521 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=4511; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 3-4-2,.Extedor(2) 3-4-2 to 14-7-14, Intenor(1) 14-7-14 to 25-4.2, Extedor(2) 25-4-2 to 36-7-14,.Interior(1) 36-7-14 to 37-4-0, Extern 37-4-0 to 41-4-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSVrPI 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=1b) 2=803, 10=514, 19=1411. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl: 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNWOG Vtdry desl9m iuSnontersand READ NOTES ON 7RISAND INCLUDED MrFEKREFERANCEPAGEM47473rev, 112TUAVIS BEFORE USE Design valid for use only with MRekN connectors. This design S based only upon parameters show and is for on Individual building component. not a truss system. Before use, the building deslgnm must verity Me applicability of design parameters and properly Incorporate tins design into the overall building design. Bracing Indicated is to prevent buckling of Ind vlduol truss web and/or chord members only. AddlBonal temporary and permanent bracing Is always requlred for stability and to prevent collopre with possible personal hlury and property damage. For general guidance regarding the fabrication. storage, delNery. erection and bracing of trusses and hum systems. seeANSUIPII Quo' h CMaN. DSB-89 and SCSI Building Component Safety U1loanatloncvalloble from Truss Rate Institute, 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. ��• ��-��•YYY MiTek' 6904 Parke East Blvd. Tampa, FL 33810 Job Job Truss Tru Truss Type O(y Ply IT WATERSTONE-ST LUCIEC r T16872119 Hip Truss 1 1 Job Reference (optional) a.zzs s may l o zu i a run en mausmes, Inc. vvea Apr en n:urzo eu I Scale = 1:73.5 6.0D rl2 6x12 MT20HS 10x16MT20HS // 7x10 = 8x10 = 44 = 2x4 II 3.8 = A 5 32 3334 35 6 36 377 3B 839 4041 942 43 1 25 24 23 44 22 21 45 20 46 4719 2x4 II SxB =. 2.4 11 I.W STP = Bxl4 MT20HS =. Us = 2x4 11 3.00112 4x10 MT20HS 7.10 = 5.6 It 3.8 MT20HS = 3-0.49-0 ,-�7-0-010 9-4-4-a0 13-0-/1 16.9.5 21.8-0 25-5-5 29-2-71 32-10.8 3fi-3-5 40-0-0 - I .l a.I I Plate Offsets (X Y)- r2:0-1-11 Edgel f6:0-3-B Edgel r10:0-2-4 Edge1 112:0-1-2 0-0.81 f 18:0-6-4 0-5-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.92 Vert(LL) 0.77 16-17 >475 240 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.89 16-17 >414 180 _ 20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.86 Horz(CT) 0.28 12 n/a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 218 Is FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-6: 2x4 SP M 31 BOT CHORD 2x4 SP M 31 -Except- 2-22,191 SP No.2, 7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except' 4-24,5-24,5-21,6-21,6-20,6-18,5-23: 2x4 SP No.2 REACTIONS. (lb/size) 2=-1631/0-8-0, 12=1739/0-8-0, 23=5676/0-8-0 Max Harz 2=172(LC 7) Max Uplift 2= 1852(LC 18), 12=-1071(LC 8), 23=-4338(LC 8) Max Grav 2=965(LC 6), 12=1743(LC 18), 23=5676(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 1-11-1 oc bracing. WEBS 1 Row at midpt 5-21, 6-21, 6-18, 5-23 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=.2367/4138, 3-4=-2707/4429, 4-5=-2438/4045, 5-6=-1595/2862, 6-7=-3324/2524, 7-8- 5031/3240,8-9=-5031/3240,9-10=-5157/3039,10-11=-5633/3273, 11-12=-5260/2985 BOT CHORD 2-25=-3671/2208, 24-25=-3671/2208, 23-24=-5423/3732, 21-23=-5423/3732, 7-18=-1141/669, 17-18=-2369/3469,16-17- 3198/5666,15-16=.3198/5666, 14-15=-2610/4776,12-14= 2569/4706 WEBS 3-24=-503/489,4-24=-1917/1186,5-24=-2006/2711,5-21=-2620/3541, 6-21=-3537/2578, 5-20=-183/456,18-20=-365/16,6-18=2374/3812,7-17=-706/1764, 8-17=-437/421. 9-17=-721/227,9-16=0/300, 9-15=-687/490,10-15= 986/2003,11-15=675/591, 5-23=-5421/4147 NOTES- 1) Unbalanced mat 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.Opsf; h=f5ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joints) 12 considers parallel to grain value using ANSVrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=1852, 12=1071, 23=4338. 9) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 0 WARNING -Vsdfy desf9n pammalcnand RE41) NOTES ON 11r SAND INCLUDED MREK REFERANCEPAGEMR74ra rev, 111031N15BEFORE USE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ITS� a lass system. Before use, me bulltling designer mud verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent brocing MiTN( Is always required for stability and to prevent collapse with acacia personal Injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. seeANSiI Quality Credo, DSB49 and SCSI Buldy g Component 6904 Parke East BNd. Safety mformationovallable from Truss Plate Insfitute, 218 N. We Sheet Suite 312. Alexondrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type LUCIEC 1 �ty��LTST T16872119 1755734 A08 Hip Truss 1el dlnlaers t-Irstbource, ream city, I-L-335by, 8.220 s Nov 162018 MiTek Industries, Inc. Wed Apr 2411:03:23 2019 Page 2 NOTES- ID:g65k6Z?uVliuOXUS7?YA4XyW46R-ohZxq_vVaYTSm?oHowf?beJ2smLjw5UlpO0PO4zNX_0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 90 Ilb down and 173 lb up at 7-0-0, 28 lb down and 51 lb up at 9-0-12, 90 Ib down and 173 Ile up at 11-0-12, 90 lb down and 173 lb up at 13-0-12, 90 lb down and 173 Ile up at 15-0-12, 90 lb down and 173 lb up at 17-0-12, 90 lb down and 173 It, up at 19-0-12, 90 lb down and 173 lb up at 20-11-4, 116 lb down and 184 Ib up at 22-114, 116 lb down and 184 lb up at 24-11-4, 116 Ib down and 184 lb up at 26-11-4, 116 Ib down and 184 lb up at 28-11-4, and 116 lb down and 184 lb up at 30-11-4, and 237 lb down and 407 lb up at 33-" on top chord, and 2721b down and 357 Ile up at 7-0-0, 65 lb down and 102 Ib up at 11-0-12, 65 Ile down and 102 lb up at 13-0-12, 65 lb down and 102 lb up at 15-0-12, 65 lb down and 1021b up at 17-0-12, 65 lb down and 102 Ib up at 19-0-12, 65 Ile down and 102 lb up at 20-11-4, 82 lb down at 22-11-4. 82 lb down at 24-11-4, 82 lb down at 26-11-4, 82 Ito down at 28-114, and 82 lb down at 30-11-4, and 425 lb down and 1691b up at 32-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (fall) Vert: 1-4_ 54,4-10=-54, 10-13=-54, 19-26— 20, 15-18=-20, 15-29=-20 Concentrated Loads (lb) Vert: 4=-90(B) 10=-237(13) 15=425(B) 24=-272(B) 5=-3 21=-39(B) 20— 39(B) 6=-90(B) 16=-60(B) 32=-90(B) 33=-90(B) 35=-90(B) 36=-90(B) 37=-90(B) 38=-116(B) 39=-116(B) 41=-116(B) 42=-116(B)43=-116(B)44=-09(B)45=-39(B)46=-39(B)47=-39(B)48=-60(B) 49=-60(B) 50=-60(B) 51=-60(B) Q wA RING-Verlfydaalgnparemetemand RE DNOI SON TN/SANDWCLUDWMDEKNEFENANCEPAGEM14747.1rev. lovac01slai USE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown. and Is for on Individual bulltlNg component not a truss system. Before use. the balding designer must verify the applicability of design parameters and propery Incorporate this design Into the overall bulding design. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chard members only, Additional temporary and permanent bracing MiTek' a always required for stablllty and to prevent collapse with potable personal h ury and property damage. For general guidance regording the fabrication storage. delivery, erection antl bracing of trusses and hues systems seeANSInP11 Qua0y CnMdo, O3549 and BCSI Building Component 6904 Parke East Blvd. Safety Informaf orsavolloble from Truss Mote Institute, 218 N. tee Sheet, Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LT 6 WATERSTONE-ST LUCIEC r r T16872120 1755734 A09 Special Truss 2 1 Job Reference o tional burdens Histsource, Flan(City, 1-1--33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:27 2019 4x6 = 2x4 II 6 7 14 6x8 = 3x6 = 3x4 = 3x6 � 3.00 12 8-&0 13-7-1 I 20.0.0 20-9r0 29.8-12 40.0-0 B-&0 4-11.5 6-4-15 4 8-11-1P IF_.E 3x6 = Scale = 1:76.3 Plate Offsets MY)-- r2:0-1-14 0-0-71 r3:0-3-00-3-01 16:0-3-0 Edgel r9:0-3-0 0-3-01 110:0-2-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.36 12-14 >648 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.5512-14 >422 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.63 Hom(CT) 0.11 14 nta n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2101b FT=20% 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. WEBS 1 Row at midpt 5-15, 8-14, 7-14 REACTIONS. (lb/size) 2=803/0-8-0, 14=1545/0-3-8, 10=756/0-M Max Hom 2=437(LC 9) Max Uplift 2=-583(LC 10). 14=-453(LC 10), 10=-569(LC 10) Max Grav 2=810(LC 19), 14=1600(LC 15), 10=900(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 2085/1598, 3.4=-1742/1414,4-5=-840/934, 5-6= 252/578, 6-7=-199/554, 7-8=-207/599, 8-9— 1082/870, 9-10=-1318/952 BOT CHORD 2-17=-1253/2189, 16-17=-927/1737, 15-16=-415/835, 12-14=-280/494, 10-12=-631/1114 WEBS 3-17— 342/273, 4-17=-312/740, 4-16=-1013/576, 5-16=-199/603, 5-15=1072/604, 8-14=-836/528,8-12= 204/730,9-12=-442/386,14-15=-1168/241,7-15=-502f79 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Extedor(2) 16-0-0 to 24-0-0, Interior(1) 24-0-0to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 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.Opsf on the bottom chord in 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.Opsf. 5) Bearing at joints) 2 considers parallel to grain value using ANSVrPI 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 Qt=lb) 2=583, 14=453, 10=569. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 A WARNING- Vedlydeslgnparemetersand READNOTES ON MIS AND LVCLUDEDMREKREFERANCEPAGEMU-7473min 1a413/2015BEFORE USE *�- Design valid for use only wlMITe& connectors. This design is based only upon parameters shown, and Is for an individual bulding component, not Mm a truss system. Before use, e building designer must verify me applicability of design parameters and proporly Incorporate this design Into the overall building deegn Bracing Indicated b to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pelmonsnt bracing i.��k� MiTek- Ls always required far stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, creation and bracing of husses and hess systems seeANSI/IPI1 CuaTBILr Cr6nlo, OS6-09 and SCSI bukdhp Component informationavolloble from Truss Plate Institute, 218 312. VA 22314. 69M Parke East Blvd.Safsty Tampa, FL 33610 N. Lee Sheet, Suite Alexonddo. Jab Truss Truss Type Oly Ply LT 6 WATERSTONE-ST LUCIEC 1 T76872121 1755734 A10 GABLE 1 1 Jab Reference (optional) Builders mrstbource, clam uny, 1-1--33b57, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:31 2019 Page 1 ID:g65k6Z7uVIiuOXU577YA4XyW 46R.ZD2zW k7 W hOUKkEPgGwtvKe5875VojOTfekg4dzNXy 6IM2 10.1 N12 12-10-12 15.410 rl-4aI alo-lz e-1a121 Oo3 l 112:sal 1aa12 M6— 24*"o" 26L8 29112 sry a000 �1d0 alalz p 6 znn lse 1.6a 1coT-I aloe aloc l.az b13 a4.1 6.9-3 11- o 1_8-6 0-7e as-12 a014 Scale = 1:78.0 5,06 11 6.00 12 14-a12 1 11 13 4 3x4 C 12-10-12 sra a 10 3x6 C y 5 10-10.12 8 16 7 4B 42 17 8-10.12 1e 56 7 4-10-12 4 5 9 41 43 19 —I 3 46 3z 8 4x6 II 1.5x8 STP= 55 x6 1 40 3x1 MT II 1 2 d 3x6 I 4x6 I I 3 2n,y ] $1 57 36 35 34 33 32 31 30 29 28 6x8 = 26 25 24 23 5922 3a4 = 3x6 = 27 5x6 = 3x4 = 3x6 O 3x6 = &ID-12 1a1a12 10 215.1-10 2- 4 —I alo-l2s 4 �Z 9c t lznalz 1 1 2o- z4.los zse-IF 400a 1 z-I "s —tea �0 14 sz %7710 3.�1 4 toga Plate Offsets (X Y)-. 1614 0-7e 12:0-3-00-141 f8.0-3-0 0-3-01 f 12:0-3-8 1-G10 0-2-81 120:0-2-9 0-1-81 [25:0-3-0 03.0] LOADING (psQ SPACING- 2-M CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Ven(LL) -0.22 22-54 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.4722-54 >503 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress ]nor NO W B 0.86 Horz(CT) -0.01 27 rite n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 3201b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-8: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 25-32: 2x4 SP No.2 P WEBS 2x4 SP No.3 *Except* 3-36,35-45,6-44,33-46,30-47,31-48: 2X4 SP No.2 OTHERS 2x4 SP No.3 WEBS JOINTS REACTIONS. All bearings 7-4-7 except (jt=length) 2=0-8-0, 20=0-8-0. (lb) - Max Horz 2=.437(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 28,29 except 2=-1010(LC 8). 27=-1415(LC 8). 20=-278(LC 8), 30=-487(LC 8) Max Grav All reactions 250 lb or less at joint(s) 28 except 2=918(LC 17), 27=2464(LC 1), 20=705(LC 14). 29=264(LC 14), 30=508(LC 17) FORCES. (Ib) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-715/949, 3-4=-621l757, 4-5=-457/348, 5-6=397/335, 6-7=437/416, 7-8=-425/435, 8-9=-370/687, 9-10= 2981661, 10-11=-256/681, 11-12=-203/691, 12-13=-221/730, 13-14=-2887746,14-15=-292/644,15-17=-505/133,17-18=-589/160,18-19=-610/89, 19-20_ 875/198 BOT CHORD 2-36=-7451572, 35-36=-745/572, 34-35=745/572, 33-34=-314/235, 31-33=-314/235, 30-31=-314/235, 29-30= 314/235, 28-29=314/235,27-28— 314/235, 26-27=-33/336, 25-26=33/336, 24-25=-33/336, 23-24=-33/336, 22-23=-33/336, 20-22=-18/724 WEBS 12-27=-830/345, 2740=-1135/612, 40-41=-10971591, 4142=-1146/613, 1542=-1002/565, 1543=-290/644, 2243=-276/643, 22-37=493/422, 1937=-414/310, 848=-647/625, 47-48=-641/667, 3947=-606/610, 38-39=-623/633, 27-38=-625/634, 34-46-62W716, B46— 672/762, 445=-238/767, 44-45=-245/747, 3444=-3921855, 3-36=-259/26, 644=-275/192, 3047=-268/262 Structural wood sheathing directly applied or 5-5-4 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 5-5-10 oc bracing: 2-36 6-5-11 oc bracing: 35-36 6-9-6 no bracing: 34-35 10-" oc bracing: 20-22. 1 Row at midpt 12-27 1 Brace at Jt(s): 38, 39, 40, 41, 43, 46, 47 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=S.Opsf; h=15ft; B=45ft; L=401t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); end vertical left and right exposed; 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 ANSVTPI 1. 4) Ali plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed fora 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide WARNING - Verify design parameters end NEAO NOTES ON MIS AND INCLUDED MREK REFERANCE PA GE MU-747J rev. sign valid for use only with M6ek®connectors. This deelgn Is based only upon parameters shown. and Is for an Indio not Joaquin Velez PE No.68182 MTek USA, Inc. FL Car 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 HV of MiTek' 69M Parke East Blvd. Tampa. FL 33610 Jab Truss Truss Type r ply Ply LT WATERSTONE-ST LUCIEC T76872121 1755734 A10 GABLE 7 7 Job Reference fontionaft Builders FirstSource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:31 2019 Page 2 ID:g65k6Z?uVliuOXUS7?YA4XyW46R.ZD2zWk?W hOUKkEPgGcotvKeS8?5VojOTfekg4dzNX_g NOTES- 9) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection Is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 28, 29 except 01=1b) 2=1010. 27=1415. 20=278, 30=487. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 334 lb up at 2-10-12, and 327 Ito down and 143 lb up at -1-4-0 on top chord, and 469 Ib up at 2-10-0, 16 Ib up at 4-10-12, 16 lb up at 6-10-12, 16 lb up at 8-10-12, 16 Ib up at 10-10-12. and 195 lb up at 12-10-12, and 991b down and 136 lb up at 14-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-12=-84(F=-30), 12-56>84(F=-30), 21-56=-54, 49-59=-50(F=-30), 52-59=-20 Concentrated Loads (lb) Vert: 1=-300(F) 36=16(F)35=16(F)33=16(F)30=-99(F)31=107(F) 55=148(F) 57=267(F) 58=1 6(F) QWARNING-Vedlyd4srgnpsmmeMmend READNOTES ON T ANDWCLUOEOMOEKREFERANCEPAGEMX7474mv. rrt2a2eISREFORE USE Design valid for use only with MiTek®connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulIdingdeslgn. Bracing Indicated is to prevent bucWing of individual truss web antl/or Chord members only. Additional temporary and permanent bracing A MiTek* Is olways required for stability and to prevent collcpm with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and brocing of trusses and inns systems, seeANSVIPII QUO ltly CMerN, DS549 and BCS7 Bald„D Component 69N Parke East BNd. m m Safely Inforioncivailable froTruss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Jab Thus Truss Type I Cry All Special Truss [ly=TLUCIECT16872122 1p Builders FinatSource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:33 2019 Pagel Scale=1:76.3 3x6 = 2x4 II 6 7 14 6xe = 3x6 = 3x6 = 3x6 = 3x6 9 3.00 12 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well LJd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Ve art-0.38 12-14 >610 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.5812-14 >404 180 BCLL 0.0 Rep Stress Incr YES W B 0.64 Horz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 211 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1Row at rr 5-15.8-14.7-14 REACTIONS. (lb/size) 2=803/0-8-0, 14=1544/0-3-8, 10=757/0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-584(LC 10). 14=-451(LC 10). 10=-570(LC 10) Max Gray 2=810(LC 19), 14=1606(LC 15), 10=902(LC 16) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3— 2083/1599, 3-4=-1752/1425, 4-5=-806/916, 5E=-251/582, 6-7=-194/548, 7-8=-210/606, 8-9>1088/874, 9-10=-1327/957 BOT CHORD 2-17=-1253/2187, 16-17=-941/1750, 15-16=-392/789, 12-14=-268/469, 10-12=-637/1123 WEBS 3-17= 327/260,4-17=-308/743,4-16=-1064/608,5-16= 199/599,5-15=-1044/591, e-14=-830/533, 8-12= 2161753, 9-12=-454/398, 14-15=-1163/223,7-15=-486/88 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.Opsf; h=15f ; B=45f1; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 16-0-0, Extedor(2) 16-0-0 to 24-0-0, Interior(1) 24-M to 37-4-0, Exterior(2) 37-4-0to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces 8 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 chard live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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.Opsf. 5) Bearing at joint(s) 2 considers parallel to grin value using ANSVI-PI 1 angle to grain formula. Building designer should verify capacity of beading surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=584, 14=451, 10=570. 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. Joaquin Velez PE No.60182 MiTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 0 WARNING-Venly Eealgnpammetersand READ NOTES ON MSANDINCLUDEDMR NREFERANCEPA0EMII-74Mrev. 1014112015 BEFORE USE Design valid for use oNy Mth MRea connectors. This design Is based only upon parameters shown, and Is for an Individual bWOing component, not a truss system. Before use, the building designer must verify. the opplicabllity of design parameters and property Incorporate this design Into the overall Mal building design. Bracing Indicated a to prevent bucking of Individual huss web and/or Chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and brodng of busses and trusssystems, seeANSUIPII CualXXyy Cdfeda, OS549 and BCSI Building Component 69M Parke East BIM. Safely mloenatbrgvollobte from Truss Plate Institute. 218 N. Lee Shoot Suite 312. Alexondtla, VA 22314. Tampa, FL 33610 Job Truss Truss Type r City ply LT6 WATERSTONE-ST LUCIEC T76872123 1755734 Al2 Special Truss 1 1 Job Reference o lanai aungers rlrslSource, ream Uny, 1-1.-33abr, 8.220 s Nov 16 2018 MITek Industries, Inc. Wed Apr 24 11:03:34 2019 Page 1 fliuOXUS77YA4XyW46R.zoj5812P xsubh8OxkMaXyG11C6K?6XvLczUhyzNX_d Scale=1:76.3 3x6 = 2x4 II 13 " 5xe 11 3x6 = SO = 31 = 3.6 3.00 FIT 6x6 = 66-7l 1387 I -90 -8 40-0-0 fi-29 0212 10-3-4.78 1 Plate Offsets (X Y)- f2:0-0-10 Edgel r3:0-2-00-3-41 I5:0-3-0 Edgel r8:0-3-00-3-01 r917-2-12 0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (Ioc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.52 Vert(LL) -0.36 11-13 >648 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.5511-13 >422 180 BCLL 0.0 Rep Stress Incr YES W B 0.71 Horz(CT) 0.10 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 208 lb FT=20% 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. WEBS 1 Row at midpt 3-15, 4-14, 7-13, 6-13 REACTIONS. (lb/size) 2=787/0-8-0, 13=1577/0-3-8, 9=740/0-8-0 Max Hom 2=437(LC 9) Max Uplift 2=-566(LC 10), 13=-487(LC 10), 9=-552(LC 10) Max Grav 2=797(LC 19), 13=1625(LC 15). 9=882(LC 16) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2051/1490, 3-4=-802/843, 4-5=-225/536, 5-6=-171/525, 6-7= 179/557, 7-8=-1042/828, 8-9=-1278/910 BOT CHORD 2-16_ 1149/2143, 15-16=-1106/2062, 14-15=-357l773, 11-13=-242/458, 9-11=-594/1079 WEBS 3-16=-206/620, 3-15=-13387778,4-15=-131/553, 4-14=-1044/590,7-13=834/527, 7-11=-2057731, 8-11=-443/386, 13-14=-1193/279,6-14=-525/56 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.Opsf; h=15ft; B=45ft; L=40ft; eave=5lt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0. Interior(l) 2-8-0 to 16-0-0, Extedor(2) 16-0-0 to 24-0-0. Intedor(1) 24-0-0 to 37-4-0, Exlerior(2) 37-4-0 to 41-4-0 zone; end vertical left and right exposed:C-C for members and tomes IS 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 201 on the bottom chord in all areas where rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCD = 10.Opsf. 5) Bearing at joints) 2 considers parallel to grain value using ANSVFPI 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 1001b uplift at joint(s) except (jt=lb) 2=566, 13=487, 9=552. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 112' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: April 24,2019 O WARNNG- yenry Ceslgnperemeferaend READ NOTES ON TNISANO INCLUDED MITEKREFER UICEFAGEMII.74M rev. 10=20156EFOREUSE Design volid for use onlywith MBakp connectors. This design Is based oNy Upon parameters shown, and Is for an Individual bulding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into Me overall buildingdei evacingIndicated IStoprevent bucl9ingoflndNidualtrussweband/or chord members only. Additional temporary and permanent Di Is always required for stability and to prevent collapse with possible personal injury and property damage. ymage. For general guidance regarding Me Safety Informatbmvolloble. e from Truss Plate Institute, 21ction and bracing of trusses Lee Sneet. 5 Suite 312, Alexannd a1. VVA22314 MOM, OSe-09 and 1C311u1dbp Component � MiTek' Tampa, FL 339U Forks 40 tytl Job Truss Truss Type Oty Ply LT WATERSTONE-ST LUCIEC I T76872124 17557a4 A13 Special Truss 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL-33567, 3x6 = 6.00 12 2x4 11 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:35 2019 Page 1 /IiUQXU87?YA4XyW46R-R_HUL5211E ICrbVRtp4ApCMCRikXt3aGil EOzN%c Scale=1:76.3 5xa i 24 25 3x4 7 4 Sx6 C 3x4 i 8 3 1.5x8 STP = 1.5x8 STP = 23 26 v 1 2 14 91a s7]� 16 15 27 4 0 6x8 - 4x6 = 13 28 12 11 5.8 11 6x8 = 3x6 = 3x4 = 3x6 3.a0 12 4-7-8 12-49 20-0-0 2 9 0 22: -12 40-0-0 4-7-B 7-9-t 7-7-B 9- 8-11-12 10-3-4 3x6 = Plate Offsets (X Y)-- 12:0-0-10 Edgel 14:0-4-00-3-01 15:0-3-0 Edgel 18:0-3-0 0-3-01.19:0-2-12 0-1-81 LOADING first) SPACING- 2-0-0 CSI. DEFL. in (foe) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.36 11-13 >649 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.5511-13 >423 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.83 Horz(CT) -0.08 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 2101Is FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 3-15, 4-14, 7-13, 6-13 REACTIONS. (lb/size) 2=756/0-8-0, 13=1641/0-3-8, 9=707/0-8-0 Max Hom 2=437(LC 9) Max Uplift 2=-530(LC 10). 13=-562(LC 10), 9=-513(LC 10) Max Grav 2=774(LC 19), 13=1722(LC 15), 9=842(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shaven. TOP CHORD 23=-2188/1411, 3-4=-817/747, 4-5=175/439, 5-6=-124/478, 6-7=-121/464, 7-8=-9547735, 8-9=-1191/818 BOT CHORD 2-16=-1102/2280, 15-16=-1055/2152, 14-15=-314/840, l l-13=-157/378, 9-11=-512/1001 WEBS 3-16=-173/602, 3-15=-1327/754, 4-15- 52/534, 4-14=-1149/615, 7-13_ 828/517, 7-11=-2087733,8-11=-446/390,13-14=-1298/368, 6-14=-605/67 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; B=45ft; L=40ft; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 23-0 to 16-0-0, Exterior(2) 16-0-0 to 24-0-0. Interior(1) 24-0-0 to 37-4-0, Extedor(2) 37-4-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MW FRS 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 lead 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.Opsf. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearihg surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=530, 13=562, 9=513. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING -veNydeslgnparameters end READ NOTES ON TIISANO INCLUDED Mr7EN116FERANCE PAGE AFXMMrex. latlYleISBEFOREUSE vdld far use only with Mgek®connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a tuns system. Before use, the building designer must verify the appllcobllity, of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual Truss web and/or chord members only. Additional temporary antl permanent brocing Is always required for stability and to prevent collapse with possible personal Injury and Property damage. For general guidance regarding me fabrication. storage, delivery, erection and bracing of busses and truss systems seeANSURI I Quality Create, DS649 and SCSI Building Component Safely Inlomlatbtpvolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Mel,Design MiTek' 69M Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply LT WATERSTONE-ST LUCIEC 1 T76872125 1755734 A14 Special Truss 1 1 Job Reference (Optional) Builders FirstSource, Plant City, FL-33567, 8.220 s Nov 162018 MiTek Industries,Inc. Wed Apr 24 11:03:37 2019 Scale=1:76.3 3x6 = 6.00 12 2x4 II 5 6 bxb _ 5xB = 5x0 = 3x6 = 3x4 = 3x8 = 3x6 � 3.6 II 3.00 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.78 Ven(LL) -0.38 11-13 >606 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ven(CT) -0.5711-13 >408 180 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.98 HordCT) 0.07 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2121b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 - BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at rl 3-16, 4-14, 7-14, 6-13 4-14: 2x4 SP No.2 REACTIONS. (lb/size) 2=621/0-8-0, 13=1919/0-3-8, 9=563/0-8-0 Max Horz 2=437(LC 9) Max Uplift 2=-395(LC 10), 13= 840(LC 10), 9=-370(LC 10) Max Grav 2=704(LC 19), 13=1919(LC 1), 9=652(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -AII forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2000/970, 3-4=-705/391, 4-5=0/588, 5-6=0/272, 6-7=0/582, 7-8— 536/388, B-9=-776/473 BOT CHORD 2-17=-744/2126, 16-17=-742/2007, 15-16=-291/706, 14-15=-294/700, 9-11=-204/631 WEBS 3-17=-42J499, 3-16=-1308/713, 4-15=0/510, 4-14=-1180/636, 7-14=-812/500, 7-11=-216/747,8-11=-456/397,13-14=-1851/1065,6-14=-843/404 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=151t; B=45ft; L=40ft; eave=5tt; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 2-9-4, Intedor(1) 2-9-4 to 16-0-0, Extedor(2) 16-0-0 to 24-0-0, Interior(1) 24-0-0 to 37-4-0, Exterior(2) 374-0 to 41-4-0 zone; end vertical left and right exposed;C-C for members and forces & MWFRS.for reactions shown; Lumber DOL=1.60 plate grip DOlr1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fif between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVfPI 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 1001b uplift at joints) except (jt=lb) 2=395, 13=840, 9=370. 8) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE Nc.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 OWARNING-ymltydeslgnperamefereendREADNOnar ON TN1a ANDNCLUDWMN REFERANCEPAGEM674n.. 10=?o1s BEFORE USE. Design valid for use only with MnekO connectors. IDB design s based only upon parometers shown. and Is for an individual bulldIng component, not a hues system. Before use, the building designer must verify the applicabllity of design parameters and properly Incorporate this design Into the overall building de9gn. Bracing Indicated is to prevent buckling of Individual huss web and/or chord members only. Additional temporary and pennonent bracing s always required for stablllly and to prevent collapse with possible personal Nlury and property damage. For general guidance regarding the fabrication. storage. delivery, erection and bracing of trusses and puss systems. seeANSVR'11 CoalSs. Criteria, DS949 and SCSI Wilding Corm,cmimt Safsty Informallona i dole from Truss Plate Institute. 218 N. Lee sheet, Suite 312. Alexandra, VA 22314. 1, MiTek' 69N Parka East BNE. Tampa, FL 33610 Job Truss Truss Type OIy ply=WATERSTONE-STLT LUCIECT16872126 1 1755734 Sol COMMONTRUSS 2 al nutmers vinabource, Plam Ulry, PL-33bbr, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:38 2019 �1 Scale =1:46.5 5.6 11 3x4 = Us = 1.5x8 STP = 3x6 = 3x4 - 3x4 = 9-5-72 19-6-11 19r�-0 25.4-0 9.5-02 10.0-15 0. -5 S&D 6 to Plate Offsets (X Y)-- f4:0-3-8 0-2-81 f6:0-0-0 0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (toe) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.12 7-12 >576 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Ved(CT) -0.48 7-9 >488 180 BCLL 0.0 ' Rep Stress their YES WS 0.38 Horz(CT) 0.02 7 n1a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 1171b FT=20% LUMBER - TOP CHORD 21 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=163/0-4-0, 2=783/0-8-0, 7=1001/0-e-0 Max Hom 2=279(LC 9) Max Uplift 6=-219(LC 10). 2=448(LC 10), 7=-546(LC 10) Max Grav 6=178(LC 20), 2=800(LC 15), 7=1005(LC 16) FORCES. (Ib) - Max Comp./Max Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1132/790, 3-4=-917/709, 4-5=-156/495 BOT CHORD 2-9=-574/1153, 7-9=-193/538 WEBS 3-9=-435/420,4-9=-228/715,4-7=-858/116, 5-7=-447/547 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15tt; B=45fl; L=40ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exter or(2) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 8-10-0, Extedor(2) 8-10-0 to 16-10-0. Intefior(1) 16-10-0 to 21-4-0, Extefior(2) 21-4-0 to 25-4-0 mne; end vertical left and fight exposed; porch right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed fora 10.0 psf bottom chord live load nonconcument 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 1001b uplift at joints) except (jt=lb) 6=219, 2=448, 7=546. 6) This truss design requires that a minimum of 7116'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied already to the bottom chord. - Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 24,2019 Q WARNING -yedfydesrignpsmmeferssnd READ NOTES ON THIS AND INCLUDED ARREKREFERANCEPAGEM)i me 1a03f;r075 BEFORE USE �■■- Dedgn valid for use only with li connectors. This design Is based any upon parameters shown, and Is for an indNlduOl building component, not a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate Mls design Into Me overall building desgn. Bmchg Indicated is to prevent buckling of lndNitlual truss web and/or chord members only. Additional temporary and permanent bracing Is always requi for stealthy and to prevent collapse with peace personal Wry and property damage. For general guidance regarding Me fcbricotlon storage, delivery, erection antl bracing of husses and truss sysisaeAN3171P11 Quopplryy Cdfedu, DSBi and BCSI Building Component Safety Infoenalbnavallcble from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria VA 22314. =•yPj6`7 MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type , r Oty Ply=Reference ST LUCIE C T16872127 1755734 B02 GABLE 1 al tsuilaere Flrstsource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:40 2019 4,,5 Scale: 1/4-=1' 5[q 3x4= - -- 3x611- -- 3x6 _- 1.SxB STP- 3.4= 3x12 MT20HS = 3x6 11 S&14 6-0-J9 10-1-4 12-10-0 1440-10 19-8-0 22.4' 2 25-4-0 255..&0 5.3.14 9-8-2 a-1-4 2-en2 2-0-00 49.6 2-8-12 2n 11 40 Plate Offsets (X Y)— [8:0-3-2 0-2-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(ILL) 0.21 23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.2021-23 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.94 Horz(CT) 0.03 18 Ida n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 167 In FT=20% 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 Simctuml wood sheathing directly applied or 3-9-3 oc pudins. BOT CHORD Rigid ceiling directly applied or4-10-12 oc bracing. JOINTS 1 Brace at Jt(s): 28, 29, 31, 32 REACTIONS. (lb/size) 2=1244/0-8.0, 18=1770/0-8-0, 14=253/0.4-0 Max Hoe 2=-290(LC 6) Max Uplift 2=-978(LC 8), 18=-1425(LC 8), 14= 376(LC 8) Max Grav 2=1244(LC 1). 18=1770(LC 1), 14=281(LC 18) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2026/1519, 3-4>7977/1542, 4-5=-1925/1557, 5-6=-1057/854, 6-7=-987/885, 7-8=-941/891, 8-9=-932/886, 9-10=-1001/896, 10-11=-1051/853 BOT CHORD 2-27=-1238/1768, 26-27=-1238/1768, 25-26=-1238/1768, 24-25=-1238/1768, 23-24=-1238/1768,21-23=-1238/1768 WEBS 11-18= 1203/873,8-21=-456/466,21-31=672/1092,31-32=-673/1085, 32-33=-708/1128, 11-33=-650/1071, 5-25= 382/498,5-30=-1023/850,29-30=-979/816, 28-29=-1013/845, 21.28=-1033/861 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch right exposed; 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 ANSVTP1 1. 4) All plates are MT20 plates unless otherwise indicated. 5) All plates are 2x4 MT20 unless otherwise indicated. - 6) Gable studs spaced at 2-" 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.Opsf on the bottom chord in 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 1001In uplift at joints) except Gt=lb) 2=978, 18=1425, 14=376. 10) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 40 lb down and 89 Its up at 2-10-12, 40 lb down and 89 Ile up at 4-9-4, and 331b down and 87 lb up at 20-9-4, and 72 Its down and 186 Its up at 22-9-4 on top chord, and 281b up at 2-10-0, 5lb down and 9lb up at 4-9-0, 39 Its down and 81 Be up at 6-9-4, 39 Ib down and 81 Its up at 8-9-4, 39 lb down and 81 Its up at 10.9-0, 39 Ib down and 81 lb up at 12-9-4, 39 Ib down and 81 Ib up at 14-9-4, 39 lb down and 81 lb up at 16-9-4, 39 lb down and 81 lb up at 18-9-4, and 13 lb up at 20-9-4, and 6 Be down and 32 Ib up at 22-9-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 11) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 LUAU LAZLI,b) Standard Q WARNING -Verifydeslgnp4mureter..dPaDNOTESONTNISAND/NCLUDWO KNEFENANCEPAGEM674M3r . 1aIDY1ol5aEF0HEU5E Design valid for use only wlth Mmek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. the building designer must verify Me applicability, of deslgn parameters and properly Incorporate this deslgn Into the overall burdingdesign. Bracing Indicated is to prevent buckiing of lndlvldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always requlred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricofion, storage, calvary. erection and bracing of trusses and truss systems, seeANSUIPII Guppy CIIIeda, DS549 and BCSI Building Component 6904 Parke East Blvd. Safety 0rforma9onoval able from Truss Plate Institute, 218 N. lee Sheet. Suite 312. Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type t Oty Ply LT 6 WATERSTONE-ST LUCIE C T76872127 1755734 S02 GABLE 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL-33567, 8.220 s Nov 162018 MiTek Industries, Inc. Wed Apr 24 11:03:40 2019 Page ID:g65k6Z?uVIiuOXUS7?VA4XyW46R-oy4NPp6Aanc2Jcb' l?T nDW25d9 PnWOkXGovbzNX_X LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=54, 2-8=-74(F=-20), 8-41=-74(F=-20), 15-41= 54, 34-37=-40(F=-20) Concentrated Loads (Ila) Vert: 21=-39(B) 23=-39(B) 24=-39(B) 26=5(B) 4=0(B) 27=3(B) 3=0(B) 20=-39(B) 19=-39(B) 17=6(B) 12=7(B) 16=23(B) 13=24(B) 42=-39(B) 43= 39(B) ,&WARNING -Verity design Paramefersand NERD NOTES ON TNLSAND INCLUDED MRIEKREFENANCEPAGEMb74TJ rev. iN0.Yf01SBEFONEUSE Design valid for use only with MOeIO connectors. Phis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. Me bullding designer must verify the applicability of design parameters and properly Incorporate MIS design Into the overall buOdingdeslgn. BracingIndicated Istobuckling oflntlMdualtruss web and/or chord members only, Additional temporary andpermanembrachg MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of misses and inns systems. seeANSVTPII Qual1 Criteria, D5549 and SCSI Building Component 69" Parke East Blvd.Sahy Nfofmalbrpvallable from Truss Rate Institute. 218 N. Lee Street, Sure 312, Alexandria. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oty Ply LT6 WATERSTONE-ST LUCIEC T1fi872128 1755734 CJ1 JACK -OPEN TRUSS 4 1 Job Reference (optional) auvoers rimsbource, rant wy, rL- oobbl, Mee. s NOV 1 b Gill C MI I eK industries, Inc. Neu Apr e4 l l:ui 2u IV rage r ID:g65k6Z?uVIiu0XUS7?YA4XyW46R-GBelc870L4kv Alsi_DJR2lbOiE8RNxyB9MR2zNX_W LOADING (pall SPACING- 2-0-0 CSL DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matri%-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Horz 2=79(LC 10) Max Uplift 3=-3(LC 1), 2= 195(LC 10), 4=-15(LC 1) Max Grav 3=20(LC 10), 2=159(LC 15), 4=44(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. b Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 5lto . FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascll 24mph; TCDL=4.2psf; BCDL=5.Opst; h=15ft; B=45ft; L--40ff; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3, 4 except (jt=lb) 2=195. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 Si Parke East Blvd. Tampa FL 33810 Date: April 24,2019 QWARNING- VerUydVV9.iscdVV tersandREADNOTES ON TNLSAND INCLUDED MMEKREFERANCEPAGEMLL7473rev.I ZO&DISSEFORE USE. Design valid for use only with MaekO connectors. This design S based only upon parameters shown, and Is for an IndMduol bullding component, not {■a ��• a truss system. Before use. Me building designer must verify Me applicability of design parameters and properly incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of lncMdual Moss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me fabrication. storage: delivery. erection and bracing of Musses and truss systems, seeANSVTPII Quality Criteria, DSB49 and SCSI Building Component 69U Parke East Blvd. Softly Infonnallonavailable from Truss Plate Instil 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Typo Oty Ply LT6 WATERSTONE-ST LUCIEC r T16872129 1755734 CJIA JACK-OPENTRUSS 2 1 Job Reference o tional builders Hrst5ource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:41 2019 Page 1 ID:g65k6Z7uVliuOXUS77YA4XyW46R-G8e1c87oL4kv Alsi DJR2lbOfgeRNxyB9MR2zN)LW 2M:2 0-11-4 ae-o n a.a Scale a 1:7.6 Plate Offsets (XY)-- 12:04-0 0-0-41 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 5 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress that YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 .Code FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Iitsize) 3=-44/Mechanical, 4=-63/Mechanical, 2=247/0-4-0 Max Horz 2=79(LC 10) Max Uplift 3=-44(LC 1), 4=63(LC 1). 2=-305(LC 10) Max Grav 3=71(LC 10), 4=103(LC 10), 2=248(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opst h=15ft; B=45ft; L=40111; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; porch left 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 DO bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 (ji=1b) 2=305. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNMG-Verify des/gripammete..d READ NOTES ON WISAND INCLUDED MITEKREFERANCEPAGEMU-74x9 env. 10A19Qa15BEFORE USE Design valid for use only with MBekO connectors. 11hs design Is based chly upon parameters shown and Is for an Individual building component, not a aws system, Before use, the building designer must verify Me eppllaablllly of design parameters and properly Incorporate this design Into the overall r building design. Bracing indicated is to prevent buckling of Individual lrussweb and/or chord members only. Additional temporary and permonentbracing MiTek' Is always required for slabliny and to prevent collapse with passible personal injury and property damage. For general guidance regarding the fobdcatlon storage, delivery. erection and bracing of trusses and truss systems, seelANSI/IPII Cuali Criteria, DS549 and 6CS1 BuldbO Component 69M Parke East Blvd. Safety Informatbrevollable from Truss Rate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply LT WATERSTONE-ST LUCIEC r 1 T76872130 1755734 GAS JACK -OPEN TRUSS 2 1 Job Reference (optional) Strident RM Source, Plant City, FL - 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:42 2019 Page 1 ID:g65k6Z?uVliuQXUS7?YA4XyW46R.kLC7pU8Q50smY%MxPQVSsebUCQ2Ftud5BrvvzUzN)(V .1-4.0 0.11.4 14-0 0-11-4 Scale = 1:10.2 ADEQUATE SUPPORT REQUIRED LOADING (Pat) SPACING- 2.0-0 CSI. DEFL- in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) 0.01 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.01 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/7P12014 Matrix -MP Weight: 5lto FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. REACTIONS. (Ib/size) 1=87/Mechanical, 3=43/Mechanical, 4=48/Mechanical Max Horz 3=94(LC 10) Max Uplift 1=-109(LC 10), 3=-7(LC 10), 4=-59(LC 10) Max Grav 1=93(LC 15), 3=43(LC 1), 4=48(LC 1) FORCES. (lb) - Max Comp./Maxi. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; cantilever left exposed; end vertical left exposed; 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 pelf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 girders) 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 61=11b) 1=109. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 QWARNING- Verifydealgnperamelarsand READ NOTES ON MIS AND 0ICLU0EDAUTE1fREFERANCEPAGEM674?orex. 10101201SBEFORE USE. Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not a trust system. Before use, the building designer must verify the applicability of design parameters and propery Incorporate MB design Into the overall building design. Bracing Indicated is to prevent buckling of indNldual truss web and/or chord members only. Additional temporary and permanent bracing b always required for stability and to prevent collapse with possible personal injury and property ticmage. For general guidance regarding the fObticatlon. storage, delivery, erection and bracing of trusses and truss systems. seeANSU1Plt Qua"M Crimea, D5669 end SCSI Building Component SafetyN/ormatbrpvaJable from Truss Plate Institute, 218 N. Lae Street, Suite 312. Alexandria, VA 22 14. �R 9■ MiTek' Parke East Blvd. Tampa, FL 33610 Job Truss Thus Type City Ply LT WAIIERSTONE-ST LUCIEC I r T76872131 1755734 CAV Jack -Open Truss 2 1 Job Reference (optional) Builders FirstSource, Plant City, FL - 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:43 2019 Page 1 ID:g65k6Z?uVIiuQXUS7?YA4XyW46R-CXmV1 g92si?dA4K7z7OhOs8e5gOjcLtEQVeTWwzNX_U -1-4-0 0-11.4 140 011-4 Scale =1:7.6 Plate Offsets (X Y)-- f2:0-0-15 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 18D BCLL 0.0 Rep Stress ]nor YES INS 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. (Ib/size) 3=-4/Mechanical, 2=158/0-8-0, 4=-14/Mechanical Max Horz 2=79(LC 10) Max Uplift 3= 4(LC 1). 2= 181(LC 10), 4=-14(LC 1) Max Grav 3=16(LC 10), 2=158(LC 1), 4=35(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left and right exposed;C-C for members and tomes & 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-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 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 Ib uplift at joint(s) 3, 4 except (jt=lb) 2=181. , Joaquin Velez PE No.68182 Well USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 ®WARNING-V h1y Lesl9npar4 hmsand READNOTES ON Was AND INCLUDED MITEKREF£RANCE PAGE M&74Mrev. 1alda'10I5 BEFORE USE Design valid for use only wim MReltS connectors. This design Is based only upon parameters snows, and,ls for on Individual building component, not HV a truss system. Before use, the building designer must verily the applicability of design parameters antl properly Incorporate this design into me overall bulldingdestgn. BrocingIndicated Istobuckling oflndivlduaitruss web and/or chord members only. Additional temporary and permanent bidding MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses and truss systems, weANSVTPi1 Gualih Criteria. DSB-09 and BCSI Buldhp Component 6904 Parke East Brad. Safety Infoanatbn available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type ply Ply LT 6 WATERSTONE-ST LUCIEC 1 T76872132 1755734 CJ3 JACK -OPEN TRUSS 2 1 Job Reference o lional Bulders RrstSource, Plant City, FL-33567. 8.220 s Nov 162018 MiTek Industries, Inc. Wed Apr 24 11:03:44 2019 Pagel ID:g65k6Z7uVliuOXUS77YA4XyW46R-gjKtEA9gd77UnEvJXgXwx3gpgEISLo6Nf9O02MzNX_T -1-0-0 2-11-4 1-0-0 I 2-11-4 Scale = 1:12.7 LOADING (pad) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FSC2017/TP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=59/Mechanica1, 2=195/0-8-0, 4=30/Mechanical Max Horz 2=132(LC 10) Max Uplift 3=-62(LC 10), 2=-212(LC 10), 4=-41(LC 7) Max Grav 3=65(LC 15), 2=195(LC 1).4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left elposed;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.Opsf on the bottom chard in 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 1001b uplift at joint(s) 3, 4 except Qt=1b) 2=212. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 O WARNING -Verlrydeslgnparamefersaod READNOTES ON TNISAND INCLUDED MDEx NEFENANOEPAGEM6T4mrs. raM1lil BEFORE USE Design valid for use onlywlth MBekelconnectors. This design is based only upon parameters shown, and is for an lndNltluol building component. not �R y■ a muss system. Before use, Me building dedgner must verify the applicability of design parameters and properly Incorporate fits design Into me overall building tleslgn. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary antl bracing MiTek' permanent Is always secured for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of muses and truss systems, seeAN3V1Pi1 Qua' CMedo, DSB49 and BCSI Building Component 6904 Parke East BNtl. Safety mfoenationovollobie from Truss Plate Insfi ute. 218 N. Lee Street, Suite 31Z Alexandria, VA 22114. Tampa, FL 33010 Job Truss Truss Type r Oty Ply LT 6 WATERSTONE-ST LUCIE C T16872133 1755734 CJ3V Jack -Open Truss 2 1 Job Reference (optional) Builders I maSource, Plant City, FL-33567, 8.220 s Nov 16 2018 Mil Industries, Inc. Wed Apr 2411:03:45 2019 Page 1 ID:g65k6Z?uVliuOXUS7?YA4XyW46R-8wuGSWAIOJFKPNUW5Y29UHD ae3M4FMXtp7ZapzN%S -1-4-0 2-11-4 ' 1-4.0 I 2 11 4 Scale = 1:12.7 Plate Offsets (X Y)-- 12:0-0-15 Edgel LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 n1a rVa BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4SP No.2 BOT CHORD 2x4SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=29/Mechanical Max Hom 2=132(LC 10) Max Uplift 3=-57(LC TO), 2=-149(LC 10) Max Grav 3=74(LC 15), 2=196(LC 15), 4=49(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl:, GCpi=0.18; MWFRS (directional) and C-C Extern zone; end vertical left and right exposed;C-C for members and forces & MW FRS 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 nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 togirder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI)TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except (jt=lb) 2=149. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING-VerHy sf adgn peramefwsend READ NOTES ON MISAND INCLUDED M/TEKREFERANCEPAGEMA747J rev. 1N 01SBEFOREVSE Design valid for use only with MTek® connectors. fib design Is based only upon parameters shown, and b for on Individual building component, not a toss system. Before use. Me building designer must verity the applicability of desgn parameters and property incorporate this design into the overall bullding design. Bracing Indicated is to prevent buckling of lndlvidual truss web ond/orYhortl members only. Additional temporary and bracing MTek' permanent Is always required for stability and toprevent collapse with possible personal Injury and property damage. For generol guldonce regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSVrPII CuaO0yy Crania, DS349 and SCSI Building Component 6904 Parke East Blvd. Safety InformatbMvallable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria VA 22314.. Tampa. FL 33610 Job Truss Truss Type r City Ply LT 6 WATERSTONE-ST LUCIEC T16872134 1755734 GJ5 JACK -OPEN TRUSS 2 1 Job Reference (options]) Beim... rihnS.urce, ream guy, rL- oaoof, B.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:45 2019 Page 1 ID:g65k6Z?uVliuOXUS7?YA4XyW46R-BwuGSWAIOJFKPNUW5Y29UHDvBez?4FMXtp7ZapzNX S Scale=1:17.6 4-11.4 Plate Offsets (X Y)-- 12:0-0-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.11 4-7 >514 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) 0.10 4-7 >589 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 HOR(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 18 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 - BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-8-0, 4=57/Mechanical Max Horn 2=185(LC 10) Max Uplift 3=-124(LC 10), 2=-261(LC 10), 4=-73(LC10) Maio Gmv 3=124(LC 15), 2=262(LC1), 4=86(LC 3) FORCES. (Ib) - Max. Comp./Max Ten. -All forces 250 ill or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This I has been designed fora 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.Opsf on the bottom chord in all areas where a rectangle 346-0 tall by 2-" 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=1b) 3=124, 2=261. 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. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 3361D Date: April 24,2019 WARNMG-VerDy Beeign Paramefersamd READ NOTES ON TN/SANDMCLUDEDMNEKREFERANCEPAGEMIF7473.e .. I011312015BEFOREUSE. Design valid for use only with MgeR® connectors, rho design is based only upon parameters shown, and Is for an Individual building component, not a buss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall r building design. Bracing Indicated 6 to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fobrlcoAon, storage. delmery, erection and bracing of trusses and truss systems, seeANSVrP1r Quallly Cdtede, DS049 and BC81 Oui ding COMPOnGrit 69o4 Parke East Blvd. Safety Nformatbfwoiloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss I russ Type Oty Ply LT WATERSTONE-ST LUCIEC r T16872135 1755734 CJSV Jack -Open Truss 2 1 Job Reference o tional ommers mrsraource, riam Chy, rL-moor, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:46 2019 JX9 i Scale=1:17.6 Plate Offsets (X Y)-- f2:0-0-15 Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Hoa(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (fib/size) 3=115/Mechanical, 2=262/0-8-0, 4=56/Mechanical Max Horz 2=185(LC 10) Max Uplift 3=-113(LC 10). 2=-161(LC 10) Max Gray 3=138(LC 15), 2=265(LC 15), 4=86(LC 3) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ff; L=40tt; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; end vertical left and fight 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 psi bottom chord live load nonconcurent 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 gjrder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUrPI 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 Ot=lb) 3=113, 2=161. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett OG34 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING -Verity design pommel.. end READ NOTES ON MIS AND INCLUDED MMEKREFERANCEPAGEMX7473nn, 1NA4Q015 BEFORE USE Design valid for use only wth MBek® connectors. ibis design Is based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, the building designer must verify the oicalcoblBly of design parameters and properly Incwporote this design into the overall bulldIngdesign. Bracing lncilcafed is to prevent buckling of hdMduol miss web and/or chord members only. Addmonal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrlco8on, storage, delivery, erection and bracing of trusses and trim systems. seeANSVMII Quo IIIN1yy CM*du,DS949 and SCSI Building Component 6904 Pate East BNtl. Safety Informatanaeallobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Truss Type I Oty Ply LT WATERSTONE-ST LUCIEC T16B72136 1755734 EJ7 JACK -OPEN TRUSS 7 1 I Job Reference forstionaft. Builders FirstSource, Plant City, FL - 33567. 8.220 s Nov 16 2018 MTek Industries, Inc. Wed Apr 24 11:03:51 2019 3x6 = Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.34 4-7 >242 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) 0.30 4-7 >278 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mali% -AB Weight: 24 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=168/Mechanical, 2=336/0-8-0, 4=82/Mechanical Max Hom 2=241(LC 10) Max Uplift 3=-184(LC 10), 2=-31B(LC 10). 4=-107(LC 10) Max Grav 3=185(LC 15), 2=336(LC 1), 4=123(LC 3) FORCES. (III) -Max. Comp./Max. Ten. -Ali 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=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 lost bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 184 lb uplift at joint 3, 318lb uplift at joint 2 and 107 lb uplift at joint 4. 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. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 AWARNING -VedyydeshimpelamalsrsendREADNOTES ONTNISANDINCLUDED MREKREFERANCEPAGEN67473MV.. raarY10r5BEFOREUSE. Design valid for use only with MBek®connectors. Ties Cesign Is based only upon pommeters shown, and Is for an Individual building component, not a hum system. Before use. Me building designer must verity Me applicability of tleslgn parameters and properly Incorporate this Carl Into the overall pA� building design. Bracing Indicated Is to prevent buckling of individual buss web and/or chord members only. Additional temporary Ono permanent bracing MiTek- isalwaysrerulredfarstobiilyandtopreventcollapsewlMpossiblepersonallnjuryandpropeMdamage. For general guidance regarding Me fabrication. storage, delivery. erection and bracing of trusses and teas systems. seeANSUIP11 Qua, Cm9da, DS349 and SCSI building Component 6904 Parke East Blvd. Safety Nformationavarable from Truss Rate Institute. 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314, Tempe, FL 33810 Job Truss Two Type Oly Ply LT 6 WATERSTONE-ST LUCIE C I T16872137 1755734 EJ7A JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL- 33567. 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:52 2019 Page 1 ID:g65k6Z?uVliuOXUS7?YA4XyW46R-RGpv GhlT7USWs?WgoGIOA4SSJDP6ZUPKRKvzNX_L -1.4-0 7.0-0 11.4.0 7-0-0 r Scale = 1:22.8 `"" 2x4 II Zvi II `'i4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.00 1 n/r 180 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) 0.00 1 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 35 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 7-0-0. (III - Max Hoa 2=237(LC 10) Max Uplift All uplift 100 It, or less at joint(s) 6,2 except 7=-105(LC 10), 8=-100(LC 10) Max Grav All reactions 250 lb or less at joint(s) 6,2.7.8 FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=443/130 WEBS 4-7=-127/366,3-8=-193/428 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=2ft Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable requires continuous bottom chord beading. 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) Lumber designated with a'P' is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used In this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If AGO, CBA, or CA-B freated lumber is used, improved corrosion protection is required, and Of 85 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2 except (jt=1b) 7=105, 8=100. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 A WARNING - Ved y design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE N674T3 rev. 1dlei/4015 BEFORE USE Design valid for use only with MiTek® connectors. This design Is based only upon paromefers shown. and Is for on IndNltlual building component, not �• a truss system. Before use, the building designer must very the applicability of design parameters and properly Incorporate this design Into the overall bulldingdeslgn. Bracing Indicated is to prevent buckling of mcMdual truss web and/or chord members only. Additional temporary and permanent bracing v MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, deilvery, erection and bracing of trusses and truss systems. seeANSVTPII Quality Criteria. D9349 and BCSI Building Component Barely InformalbrWalloble from Truss Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314, 6904 Parke East BNtl. Tampa, FL 33610 Job Truss Thus Type r Cry Ply LT 6 WATERSTONE-ST LUCIEC T16872138 1755734 EJ7V Jack -Open Truss 6 1 Job Reference (optional) Cullaers Flrstbourc6, Flant Glly, FL- 33567, 8.220 a Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:53 2019 3x4 5 Scale-1:22.6 Plate Offsets (X,Y)- 12:0-2-7,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.19 4-7 >439 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.21 4-7 >406 180 BCLL 0.0 ' Rep Stress [nor YES W B 0.00 Horz(CT) -0.03 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=170/Mechanical, 2=336/0-8-0, 4=80/Mechanical Max Hoa 2=241(LC 10) Max Uplift 3=-168(LC 10), 2=-179(LC 10) Max Gmv 3=204(LC 15). 2=341(LC 15), 4=122(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40h; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extenor(2) zone; end vertical left and fight exposed;C-C for members and forces & MW FRS 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.Opsf on the bottom chard in 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11o) 3=168, 2=179. 7) This truss design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNWG- Veritydeslgn,,eramefereand READ NOTES ON TNISANOWCLUDW NV EKREFERANCEPAGEMp74TJrex. fasidareISOEFORE USE Design volld for use only wlm MIrelFel connectors. This deslgn Is based only upon parameters shown. and is for on Indvidual building component, not a truss system. Before use, the building designer must verify the applicablllty, of design parameters oral properly Incorporate this deslgn Into Me overall building design. Bracing hdicoted is to buckling of lndlvidual huss web anal/or choral members only. Additional temporary and brodng MiTeK prevent permanent Is always requIred for stobOlN and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the tobricotion. storage, delivery, erection and bracing of pusses and truss systems seeANSUIPI1 Quality CrSeM, DS349 and SCSI Balding Component 6904 Parke Ent Blvd. Safely Wormatbnavollable from Truss Plate Institute. 218 N. Lee Street Suite 312. umondria, VA 22314. Tampa, FL 33610 Job Truss Truss Type . . Oily Ply LT WATERSTONE-ST LUCIEC T76872139 1755734 EJ210 Jack -Open Truss 13 1 1 Job Reference (optional) Builders FlrstSource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:47 2019 Page 1 ID:g65k6Z?uVIiuOXUS77YA4XyW46R-51?DtCCZw V2eheuCz5dZlIBwRiRY9sgL7cgfhzN)(-O -1-4-0 2.10.0 1.4.0 2.10.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) -0.02 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n1a n1a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=12/Mechanical, 2=488/0-8-0, 4=-23/Mechanical Max Hom 2=129(LC 10) Max Uplift 3=-29(LC 9), 2=-298(LC 10). 4=-25(LC 15) Max Gmv 3=20(LC 15). 2=517(LC 15), 4=35(LC 10) FORCES. (Ila) - Max. Comp./Ma r. Ten. -All forces 250 (lb) or less except when shown. Scale =1:12.4 PLATES GRIP MT20 2441190 Weight: 11 lb FT=20% Structural wood sheathing directly applied or 2-10-0 oc purtlns. Rigid ceiling directly applied or 10-0-0 ad bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCOL=4.2psh BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterdr(2) zone; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3)' This truss has been designed fora live load of 20.0psf on the bottom chord in 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 Ib uplift at joint(s) 3, 4 except Qt=1b) 2=298. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 218 Ib down and 239 Ib up at -1-4-0 on top chord. The designtselection 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, 4-5=-20 Concentrated Loads (Ila) Vert: 1= 200(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 ,& WARNING- Irwilydiregn peramafersand READ NOTES ON THISAND INCLUDED MTTEKREFERANCEPAGENIF147a rey. IG4ti201SSEPORE USE *t Design valid for use only with M79M Connectors. file design Is based only upon parameters shown, and Is for an hdMduai buliding component, not th a truss system. Before use, e building designer must verity the opplicablliry of design parameters and propaay Incorporate this design Into Me overall building design. Bracing Indicated is to prevent buckling of individual trussweb and/or chord members only. Additional temporary and permanent bracing ■.�iYra MiTek' Is always required for stability and to prevent collapse wlln possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and true systems, seeArlSl/IPII Quality CdINIG, CSB49 and BCSI Building Component Safety Informationovailable from Truss Plate Inititul6, 218 N. Lee Sheet Suite 31Z Alexandria, VA 22314, 6904 Parke East Blvd. Tones. FL 33610 Job Truss Truss Type r r Oty Ply LT WATERSTONE-ST LUCIEC T16872140 1755734 EJ210A JACK-OPENTRUSS 2 1 Job Reference (optional) I ... ...I.y, I -..— , 2x4 = a.zm s rvov o m ra mi i ex mouames, mc. urea Apr e4 n:utt-.4u zul9 regal ID:g65k6Z?uVliuOXUS7?YA4XyW46R.ZUZO4YCBhEdvGrDSmgm5vrVgrdaHc6zZnMDB8zNX_P Scale=1:12.4 2-6-0 LOADING (last) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Ven(CT) -0.00 5 >999 180 BCLL 0.0 Rep Stress that YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MP Weight: ll lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=39/Mechanical, 2=23410-4-0, 4--4/Mechanical Max Harz 2=129(LC 10) Max Uplift 3=-39(LC 10), 2=-257(LC 10), 4=-26(LC 7) Max Grav 3--49(LC 15), 2=234(LC 1), 4=36(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone; cantilever left exposed ; porch left 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 fora 10.0 pat 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 10016 uplift at Joints) 3, 4 except 01=lb) 2=257. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 QWARN/NG- yerllydes/SnPanmetersand REAON07ES ON TNISANDMCLUOWMm KREFERANCEPAGEMLL74mmro 10,1112015BEFORE USE R Design valid for use only with MRed!) connectors. Phis design Is based only upon parameters shown, and Is for an hdMdvol building component, not p■: a hum system. Before use, the building designer must verify the applicability of tleslgn parameters and properly Incorporate rills de9gn Into the overall bulldIng tleslgn. Bracing indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always regulred for stability and to prevent collapse with passible personal injury and property damage, For general guidance regarding the fobecollon, storage, delivery, erection and bracing of busses and huss systems seeANSVIPl1 QuaTpWCriteria. DS049 and 6CSI Building Component 69N Parke East Blvd. Safety lnformallonovoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexontldo. VA 22314, Tampa, FL 33610 Job Truss Truss Type I r , , Ply LT 6 WATERSTONE-ST LUCIEC T76872141 1755734 EJ210B JACK -OPEN TRUSS �Cfty 1 1 Job Reference (optional) builders FirstSource, Plant City, FL-33567, ADEQUATE SUPPORT REQUIRED 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:49 2019 Page 1 ID:g65k6Z7uVliuOXUS77YA4XyW46R-1 h7mHtDpSYlmu7nHKO75e7OcxFMxD3M70R5njazNX_O -1-4-0 2-10-0 1 2-10-D LOADING (ps!) SPACING- 2-" CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.37 BCLL 0.0 ' Rep Stress their YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=160/Mechanlcal, 3=89/Mechanical, 4=66/Mechanical Max Horz 3=143(LC 10) Max Uplift 1=-198(LC 10), 3=30(LC 10); 4=-83(LC 10) Max Gmv 1=160(LC 1), 3=89(LC 1), 4-68(LC 3) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (lb) or less except when shown. Scale=1:15.0 DEFL. in (too) Vdefl Ud PLATES GRIP Ved(LL) 0.06 7 >775 240 MT20 244/190 Vert(CT) 0.05 7 >906 180 Horz(CT) -0.03 4 n/a Na Weight: 111b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15ft; B=45ft; L=4011; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left 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.Opsf on the bottom chord in 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 Ib uplift at joints) 3, 4 except (jt=1b) 1=198. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 24,2019 QWARNING-VerUx Eeslg0par4m I...4 dREADNOTES ON TNISANDMCLUDWMm KREFERANCEPAGEM674"mJ .. I&MV7015e170REUSE *� Design valid for use only with Mneklk connectors. This design Is based only Upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bullding design. Brocing Indicate! Is to prevent buckling of Indvidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse witty possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of houses and hum systems seeANSUWII Cuo1By CIB@do, 03349 and SCSI Building Component 6904 ranks East BNtl. SNNy NlgrmalbrWolloble ham Truss Plate Institute. 218 N. Lee Sheet. Suite 31Z Alexandria VA 22314. Tampa, FL 33610 Job Truss Truss Type r l x City Ply LT WATERSTONE-ST LUCIEC T76872142 1755734 EJ21 OC Jack -Open Truss 1 1 Job Reference (actions]) Builders RrstSource, Plant City, FL- 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:50 2019 1-8.12 2-10-0 1-6-02 1-3-4 Scale = 1:12.4 Plate Offsets (X Y)- f2:0-2-0Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.00 5-6 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.00 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(CT) 0.11 4 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4SP Na.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=-361/Mechanical, 5=-495/Mechanical, 6=1223/0-11-5 Max Horz 6=129(LC 10) Max Uplift 4=-361(LC 1). 5= 4911), 6=-1015(LC 10) Max Gray 4=288(LC 10). 5=41 O(LC 10). 6=1223(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4=-179/263 WEBS 3-6=-544/961 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-3-9 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) zone; cantilever left exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcurent with any other live loads. 5) ' This Imss has been designed for a live load of 20.0pst on the bottom chord in 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 beading plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 4=361, 5=495, 6=1015. 8) Hanger(s) or other connectiori device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 107 lb up at -1-4-0 on top chord. The desigNselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, (cads 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 (plc) Vert: 1-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 1=-90(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 ,Q WARNING -Verly deslaa Parsmetersend READ NOTES ON Dl6ANO INCLUDED MREKRE19ERANCEPAGEN674s3 rev. ImpaGl01S BEPORE USE *R Design valid for use oNy with MTeMconnectors. This design Is based only upon parameters shown, and is for an hdNWual building component,not Rol' "loss system. Before use, the bulding designer must vetlly the applicability of design parcmeters and properly Incorporate this design Into the overall bulldingdesign. Bracing indicated is to buckling ofincMdualhussweband/or chord members only. Additional temporary and iVliTek' prevent permanentbradng Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding Me fobricai storage, calvary, erection and bracing of trusses and truss systems. seeANSVIPII Quality Criteria. DSBde and BCSI BuItlhp Comppnmt 69M Parka East Blvd. Safety Nformationavollable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexoni VA 22314, Tampa, FL 33610 Job Truss Truss Type 1 r Qty Ply LT WATERSTONE-ST LUCIEC , y T16872143 1755734 EJ21 OD JACK-OPENTRUSS 1 1 Job Reference ront'onall Builders FirstSource, Plam City, FL- 33567, ADEQUATE SUPPORT REQUIRED 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:51 2019 Page 1 ID:g65k6Z7uVIiuQXUS77YA4XyW46R.z3FXiZF3_97U71xgRo9ZIYT2c25zUz?PGlauoSzNX_M 1-10-15 2-10.0 1-4-0 1-10.15 0-11-1 1-10-15 2-10-0 1.4.1 1-5-4 0-5-11 0-11-1 Scale=1:15.0 Plate Offsets (X Y)- f4:0-3-2 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) 0.01 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.14 Vert(CT) -0.01 2 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.05 Horz(CT) -0.00 1 n/a nfa BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 16 re FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-0 do pudins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-11-5 except (jt=length) 1=0-1-8, 4=Mechanical. Ile) - Max Hot 7=153(LC 10) Max Uplift All uplift 1001b or less atjoint(s) except 1=382(LC 10), 7=-330(LC 10). 4=-155(LC 1) Max Grav All reactions 250 lb or less at joint(s) 6, 6, 4 except 1=410(LC 15), 7=384(LC 1) FORCES. (Ile) - Max. Comp./Max. Ten. -A[] forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDIl5.Opst h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Ely C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exderior(2) zone; cantilever left exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVFPI 1. 3) Gable studs spaced at 2-0-0 cc. 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.Opsf on the bottom chord in 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 at joint(s) 1. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 lb uplift at joint 1, 330 lb uplift at joint 7 and 155111 uplift at joint 4. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. 10) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3271b down and 749 lb up at -1-3-4 on top chord. The design/selection of such connection device(s) Is the responsibility of others. 12) In the LOAD CASE(S) section, loads applied to the face of the tress are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8= 76, 4-8=-54, 2-5=-20 Concentrated Loads (lb) Vert: 1=-300(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING- Verily design Paremerem smfRS4D NOTES ON TNNSAND INCLUDED MREKREFERANCEPAGEMI474rarev, laANLeISBEFORE USE Design volltl for use only with MrekaD connectors. iitis design a based only upon parameters shown, and Is for an Individual building component, not a tress system. Before use. the bui ding designer must verity the appllcabllny of design parameters and properly Incorporate this design Into the overall 1/ bulltlNgdeslgn Brccingindicated btoprevent buckling ofIndividual truss web and/or chord members only. Additional temporary end permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the MiTek* fobdcation.storage, deliery.erecflon and bracing of pusses and hum system% seeAN3VrPI1 Quo Criteria, OBS49 and SCSI Building Component Safely Informot 69N Parke East Blvd. Tampa, 21IXy canavoilable from Tress Plate Institute, 218 N. Lee Street, Suite 312 Alexandrle, VA 22314. FL 33610 Jab Truss Thus Type r s 0 City Ply LT 6 WATERSTONE-ST LUCIE C T16872144 1755734 WIT DIAGONAL HIP GIRDER 1 1 Job Referents o tional Builders FirstSource, Plant City, FL-33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:56 2019 Page 1 I D:g65k6Z7uV liuOXUS77YA4XyW 46R-K120mHJCohdnD4gdEMIkObArE3Ir9C99P 11figzNX_H Scale=1:22.1 5-9.5 LOADING (psf) SPACING- 2-" CS]. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(CT) 0.06 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Hmz(CT) -0.01 5 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=103/Mechanical, 2=299/0-10-15, 5=255M1echanical Max Hom 2=240(LC 8) Max Uplift 4=-108(LC 8), 2=-336(LC 8), 5=-320(LC 5) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-481/617 BOT CHORD 2-7=-552/422, 6-7=-552/422 WEBS 3-6=-483/632 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=151t; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); parch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 108 lb uplift at joint 4, 336lb uplift at joint 2 and 320 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 lb down. and 751b up at 1-4-15, 60 to down and 75 lb up at 1-4-15, 3lb down and 100lb up at 4-2-15, 3 1b down and 1001b up at 4-2-15, and 24 lb down and 149 lb up at 7-0-14, and 24 Its down and 149 lb up at 7-0-14 on top chord, and 41 Ib down and 48 lb up at 14-15, 41 It, down and 48 lb up at 14-15, 5 lb down and 13lb up at 4-2-15, 5 Its down and 13 lb up at 4-2-15, and 17lb down and 33 lb up at 7-0-14, and 17111 down and 33 lb up at 7-0-14 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, 5-8=-20 Concentrated Loads (lb) Vert: 11=150(F=75, B=75) 12=41(F=20, B=20) 13=47(F-24, B=24) 14=51(F=26, B=26) 15=4(F=2, B=2) 16=-30(F=-15, B=-15) Joaquin Velez PE No.68182 Welt USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 �WANNWO-Venrydesfenparametema04READ NOTES ON MISANDWCLUDWMREKBEFEMNCEPAGEM&747Omv. rdTaysoursEF08E USE Design void for use only wllh MlrekOconnectors. This design is based only upon parameters shown, and is for an Individual building component not �R a buss system. Before use, the building deslgner must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated 6 to buckling o/ lndNldual trussweb and/or chord members only. Add flonol temporary and bracing ■q MiTek' prevent permanent Is always required for stoblity, and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVIP11 Cu011N CM�M, DS[I-09 and BC41 BWOhp Component fi9o4 Perko East aNtl. SObry NIOrm0lbnwoilablehem Truss Plate InStiMe, 218 N. We Street. Sulfa 312. Nexantlric. VA 22 14. Tampa, FL 33610 Job Truss Truss Type x 1 I r City Ply LT 6 WATERSTONE-ST LUCIEC T16872145 1755734 HJ7V DIAGONAL HIP GIRDER 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL-33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:57 2019 3x4 Scale = 1:22.2 5-11-11 3-11-2 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.09 6-7 >999 180 BCLL 0.0 ' Rep Stress that NO WB 0.31 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-10 oc bracing. WEBS - 2x4 SP No.3 - REACTIONS. (lb/size) 4=197/Mechanical, 2=41210-9-13, 5=394/Mechanical Max Horz 2=291(LC 8) Max Uplift 4=-201(LC 8), 2=-229(LC 8), 5=-153(LC 8) Max Gnav 4=245(LC 13). 2=412(LC 1). 5=426(LC 13) FORCES. (Ib) -Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=1119/390 BOT CHORD 2-7=-578/1122, 6-7= 584/1116 WEBS 3-7=0/270, 3-6=-1113/578 NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to gain value using ANSVrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 201 Ib uplift at joint 4, 229 lb uplift at joint 2 and 153 Ib uplift at joint 5. 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 (plQ Vert: 1-2=-54 Tapezoidal Loads (plQ Vert: 2=0(F=27, B=27)-to-4=-134(F=-00, B=-40), 8=0(F=10, B=10)-to-5=-49(F— 15, B=-15) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 A WARNING -Verity design parameters end READ NOTES ON TN/SAND INCLUDED MFTMIEFERANCEPAGEMX7473rex. 1"3201SBEFORE USE Design volld for use only with MBe& connectors. This design Is based only upon parameters mown, and Is for an Individual bustling component, not a truss system. Before use, Me building designer must verify Me applicability of design parameters and property Incorporate this design Into the overall bulltlingdeslgn. Bracing indicated Is to prevent bucking of Individual tnssweband/or chord members only. AddBbnoltemperaryondpennonanlbrocing ■.�YF� ��Y�• MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding Me fabrication, storage. delivery, erection and bracing of trusses and truss systems. seeANSVTPll CualCrBeda, 05349 and SCSI building Component Safely Infomsalbmvoiloble from ➢uss Plate institute. 218 N. Lee Street Suite 312 Alexontltla. VA 2all 4. 69M Parke East Blvd. Tampa, FL 33610 Job Tnlss Truss Type r d 1 Ity Ply LT6 WATERSTONE-LUCIEC T1687214s 1755734 HJ210 DIAGONAL HIP GIRDER 1 1 Job Reference o tional ounaers nmmutirce, rims ury, rl.-J0001, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 24 11:03:54 2019 Page 1 ID:g65k6Z?uVliuOXUS7?YA4XyW46R-OexfLbHyH4N3_mgF64GLA5V9G78hKbsyjpYOnzNX_J Scale-1:12.1 3-11-5 Plate Offsets (X Y)— I2:0-1-120-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) 0.01 4-7 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a nra BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight: 151b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-5 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=41/Mechanical, 2=143/0-10-15, 4=6/Mechanical Max Hom 2=129(LC 8) Max Uplift 3=-39(LC 8), 2=-172(LC 8) Max Grav 3=60(LC 13). 2=162(LC 13), 4=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSViPI 1. 3) Gable studs spaced at 2-0-0 oc. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where 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 1001b uplift at joint(s) 3 except Qt=lb) 2=172. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60lb down and 751to up at 1-4-15, and 601b down and 75lb up at 1A-15 on top chord, and 48 lb up at 1-4-15, and 481to up at 1-4-15 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 (pll) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (lb) Vert: 8=150(F=75, B=75) 9=51(F=26, B=26) Joaquin Velez PE Nc.68IS2 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 QWARNING-V.H1YdlydSnp4am4tersenCNERD NOTES ON MMANOINCLUDEOMB£KBEFEBANCEPAGEM674m.m 16NYfa15BEFOH£ USE *R Design valid for use only with MilI connectors. This design is based only upon parameters shown. and 6 for an Individual building component, not a hum system, Before use, the building designer must verify. the applicability of design parameters and properly Incorporate this design Into the overall building design. Brccing lndlcoted 6 to prevent buckling of lndNldual hula web and/or chow members only. Additbnal temporary and permanent bracing MiTek' Is alwaysmquked for stably and to prevent collapse with possible personal injury and property damage. For general guidance regarding me fabrico9on storage. delivery. erection and bracing of trusses and truss Mtem% seeANSVMII Quo' Cli DSB-89 and IICSI Building Component 690E Parke East Blvd. Safety mformatlonovolicble from Truss Plate Institute, 218 N. Lee Shoot, Suite 312, Alexandno. VA 22v14. Tampa, FL 33610 Job Truss Truss Type x r y Oily Ply=WATERSTONE-ST LUCIE CT16672147 1755734 HJ210A DIAGONAL HIP GIRDER 1 al Builders FirstSource, Plant City. FL - 33567, 8.220 s Nov 16 2018 MiTek Industries, Inc. Wed Apr 2411:03:54 2019 Page 1 ID:g65k6Z7uVIiuGXUS77YA4XyW46R-OexlLbHyH4N3_mgF64GLA5V9G5yhKbsyjpYOnzNX_J Scale = 1:12.1 Plate Offsets (KY)— 12:0-2-5 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) 0.03 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 5 >999 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Horz(CT) 0.01 3 r/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=42/Mechanical, 2=22910E-1, 4_ B/Mechanical Max Harz 2=128(LC 8) Max Uplift 3=-32(LC 5), 2= 250(LC 8), 4=-48(LC 13). Max Gmv 3=42(LC 1), 2=229(LC 1).4=36(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or3-11-5 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=S.Opsf; h=15ft; B=45ft; L=40ft; eave=Sf ; Cat. II; Exit C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; 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 1001b uplift at joint(s) 3, 4 except (t=lb) 2=250. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 541b down and 981b up at 1-4-15, and 54 Ib down and 98 lb up at 1-4-15 on top chord, and 24 lb down and 36 Ile up at 1-4-15, and 24 lb down and 36 lb up at 1-4-15 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 (pit) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 9=53(F=27, B=27) 10=72(F=36, 8=36) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66U 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 O WARNING- Vedtx des/9n PAnmerers end READ NOTES ON MIS AND INCLUDED MrrEK NEFEFANCE PAGE MIF74" n u,.. l a=015 BEFORE USE Design valid for use only with M706 connectors. This design Is based only upon parameters shown. and is for an Individual building component, not a hum system. Before use. the building designer must verify the appllcablllty of design parameters and property Incorporate this design Into the overall• balding design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and pennonenl brachit MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage; delivery, erection and bracing of trusses and truss systems seeANSWII Quo 1 CMrrdo, 05S-0D and SCSI Building Component 6904 Perko East evil. Safety Informationova0able from Truss Rate Institute, 218 N. Lee Sheet. Suite 312, Alexandria VA 22 14. Tampa. R. 33610 Job Truss Truss Type K i4 pry Ply LT6 WATERSTONE-ST Li ' T76872148 1755734 HJ21 OB DIAGONAL HIP GIRDER 1 1 Job Reference (optional) builders First5ourc0, Plam City, FL-33567. 8.220 s Nov 162018 MiTek lndusbies,Inc. Wed Apr 24 11:03:55 2019 Pagel ID:g65k6Z?uVliuQXUS7?YA4XyW 46R.srUt Yxla2OV W mFRgeEVuOefkgReOmq?ANY5xEzNX_I 2x4_.__ _ ADEQUATE SUPPORT REQUIRED nos Scale = 1:14.7 Plate Offsets (X Y)-- 12:0-2-5 0-0-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Hom(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or3-11-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except (jt=length) 4=Mechanical, 6=0-8-0. (lb) - Max Hom 6=143(LC 8) Max Uplift All uplift 1001b or less atjoint(s) except 1=-137(LC 8), 4=-113(LC 1). 5=-149(LC 1), 6=-456(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 1, 4, 5 except 6=553(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-276/219 NOTES- 1) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed; porch left exposed; 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) 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 137 Ib uplift at joint 1, 1131b uplift at joint 4, 149 Ib uplift at joint 5 and 456 lb uplift at joint 6. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 50 Ib down and 54 lb up at 1-4-15, and 50lb down and 54 to up at 1.4-15 on top chord, and 28 lb down and 44lb up at 1-4-15, and 28 lb down and 44 Its up at 1-4-15 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 (plo Vert: 1-8=-75, 4-8=-54, 5-7=-20 Concentrated Loads (Ib) Vert: 10=56(F=28,-B=28) 11=-56(F=-28, B=-28) Joaquin Velez PE No.68182 WTI USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 24,2019 Q WARNING- VeAty Ceslgnparamehnentl READ NOTES ON THISANBWCLUBEO MITEKREFERANCEPAGEMh74n.y. IavubnolSBEFORE USE Design valid for use only with MBek® connectors. 11i design Is based only upon parameters shown, and Is for an individual building component, not a truss System. Before use, the bunting designer must verify the applicability of design parameters and properly Incorporate this design Into me overall buildingdesign. BraUngindlcotedis a prevent buckling of Individual trues woband/or chord members only. Additional temporary bracing MiTek' and permanent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general gddmce boarding the fobricaflon storage. delivery, erection and bracing of trusses and buss systems, seeANSVIPII Quo' Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Intormallonava0able from Truss Rate lath 218 M Lee Sheet Suite 312, Alexandria. VA 22 14. Tampa, FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Centerplateon joint unless x, y 14- /4 offsets are Indicated. 6u4-8 dimensions shown In ft-in-sixteenths I I (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system e.g. and fully embed teeth, TOP CHORDS diagonal or X-bracing, is always required. See SCSI. 1 0'/Idr CI-2c2-a 2. Truss bracing must be designed by an engineer. For 0 WEBS Gd 4 wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I w 1 0 zy' of bracing should be considered. Oc 2 u yfY 3 U ey = 5 3. Never exceed the design loading shown and never Inadequately braced trusses. ys O stack materials on a 0- 4. Provide copies of this truss design to the building c�a co- cse For 4 x 2 orientation, locate designer, erection supervisor, property owner and all other interested parties. BOTTOM CHORDS plates 0-'ha" from outside edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at Joint required direction of slots In AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates, THE LEFT. 7, Design assumes trusses will be suitably protected from ' Plate location details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. software Or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for CC -ES Reports; use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension Is ER-3907, ESR-2362, ESR-1397, ESP-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. If Indicated. Lumber design values are in accordance with ANSIlrPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section Indicates joint number where bearings occur, 17. Install and load vertically unless Indicated otherwise. Min size shown is. for crushing only. MM e green of Use 18. or treated lumber may g y pose unacceptable environmental, health or performance risks. Consult with Industry Standards: N I project engineer before use. ANSI/TPII : National Design Specification for Metal 19. Review all portions of this design (front: back words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a is not sufficient. BCSI: Building Component Safety Information, M 20, Design assumes manufacture In accordance with Guide to Good Practice for Handling, ITe ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses, MTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016