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HomeMy WebLinkAboutREVISED TRUSS DRAWINGSBY /DATEFILED: FFICE USE ONLY: ANEW o St LudP- CoGhty EVISION FEE: PERMIT # .. -.d RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 (772) 462.1553 - APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: � a111 � Y`nd► � �� �t � DETAILED DESCRIPTION OF PROJECT REVISIONS: k �Ccoss P��+w;v\gs CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:. ACc WCa BUSINESS NAME: "d vr-eS LL G QUALIFIERS NAME: ADDRESS: A 5 s w CITY: STATE: L ZIP: ` 3`1.9'1 a PHONE (DAYTIME): 111 a - WQ4 - 6S53 FAX: 4 G 6 - LW 0 OWNER/BUILDER INFORMATION: NAME: _ ADDRESS: CITY: PHONE (DAYTDAE: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 0 613 0/17 +' e Copy STATE: FAX: ZIP: ZIP: REVISION Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® ` RE: J35140 - McCoy Residence Site Information: Customer Info: Rubin Custom Homes Lot/Block: Address: 12774 NW Mariner CT City: St. Lucie Project Name: McCoy Residence Model, Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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: 171302017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: 65.0 psf This package includes 132 individual, dated 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. Seal# Truss Name Date No. Seal# Truss Name Date 1 T13752048 1 DO 4/12/18 118 T13752065 1 E06 4/12/18 12 1 T13752049 1 D02 1 4/12/18 119 1 T13752066 1 E07. 1 4/12/18 1 13 1 T13752050 1 D03 1 4/12/18 120 1 T13752067 1 F01 G 1 4/12/18 14 1 T1 37520511 D04 1 4/12/18 121 I T13752068 I F02 1 4/12/18 15 1 T13752052 1 D05 1 4/12/18 122 I T13752069 I F02A 1 4/12/18 16 1 T13752053 1 D06 1 4/12/18 123 I T13752070 I F03 1 4/12/18 7 T13752054 I D07 4/12/18 24 T13752071 F04 1 4/12/18 1 18 1 T13752055 1 D08 1 4/12/18 125 1 T13752072 1 FLO1 1 ZM r9cl 19 1 T13752056 1 D09 1 4/12/18 126 1 T13752073 1 FL02 14=rEM 110 1 T13752057 1 D10 1 4/12/18 127 1 T13752074 1 FL03�� Ill I T137520581 D11 1 4/12/18 128 1 T1 3752075 1 FL04 112 1 T13752059 1 D12 1 4/12/18 129 1 T13752076 1 FL05( . 113 1 T13752060 1 E01 G 1 4/12/18 130 1 T13752077 1 FTG01 I �l118�A 114 1 T13752061 1 E02 1 4/12/18 131 1 T13752078 1 FTG02 1 4/12/18 115 1 T13752062 1 E03 1 4/1.2/18 132 1 T13752079 1 GO G 1 4/12/18 1 116 1 T13752063 1 E04 1 4/12/18 133 1 T13752080 1 G02G 1 4/12/18 117 1 T137520641 E05 1 4/12/18 134 1 T13752081 1 HO1 G 1 4/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads,, supports, dimensions, shapes and design codes), which were given to MiTek. 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. Nw ` ,s'v T COUN7Y I.'L'��T`:^� L �LOI'T 'ED FO. IN �ACS , 'qJ P T MUST RE KEPT ON JOB NSPE C IOgi ►VILL R E MADF. . ♦ �%j N VE �� E N 0 68182 Ala STATE OF 0.1 �0 , Al O R 1 O G` /ONA1-E` % ��flllltl��� Joaquin Vel z PE No.68182 MiTek USA, nc. FL Cart 6634 6904 Parke Oast Blvd. Tampa FL 33610 FRIP c® - Velez, Joaquin / April12,2018 1 of 3 RE: J35140 -McCoy Residence Site Information: Customer Info: Rubin Custom Homes Project Name: McCoy Residence Model: Lot/Block: Subdivision: Address: 12774 NW Mariner CT City: St. Lucie State: FL No. I Seal# I Truss Name I Date No. I Seal# I Truss Name I Date 14/12/18 35 1 T13752082 1 H02 4/12/18 178 1 T13752125 1 MV45 136 1 T13752083 1 H03 1 4/12/18 179 1 T13752126 1 MV61 1 4/12/18 137 1 T13752084 1 H04 1 4/12/18 180 1 T13752127 1 MV65 1 4/12/18 138 1 T13752085 1 H05 1 4/12/18 181 1 T13752128 I MV81 1 4/12/18 139 1 T13752086 1 H06 1 4/12/18 182 1 T13752129 1 MV101 1 4/12/18 140 1 T13752087 1 H07 1 4/12/18 183 1 T13752130 1 N01 1 4/12/18 141 1 T1.3752088 1 H08 1 4/12/18 184 1 T1 3752131 1 P01 G 1 4/12/18 142 1 T13752089 1 H09 1 4/12/18 185 1 T13752132 1 PB01 1 4/12/18 143 1 T13752090 1 H10 1 4/12/18 186 1 T13752133 1 PB02 1 4/12/18 144 1 T13752091 1 H 11 1 4/12/18 187 1 T13752134 1 PB03 1 4/12/18 145 1 T13752092 1 H12 1 4/12/18 188 I T13752135 1 PB04 1 4/12/18 146 T13752093 1 H13 1 4/12/18 189 I T13752136 1 PB05 1 4/12/18 147 T13752094 1 H 14 1 4/12/18 190 1 T13752137 1 PB06 1 4/12/18 148 1 T13752095 1 H 15 1 4/12/18 191 1 T13752138 1 Q01 G 1 4/12/18 149 1 T13752096 1 H16 1 4/12/18 192 1 T13752139 1 Q02 1 4/12/18 150 1 T13752097 1 H 17G 1 4/12/18 193 1 T13752140 1 R01 G 1 4/12/18 151 I T13752098 I J01 1 4/12/18 194 1 T13752141 1 R02G 1 4/12/18 152 I T13752099 I J02G 1 4/12/18 195 1 T13752142 1 S01 G 1 4/12/18 153 1 T13752100 1 K01 1 4/12/18 196 I T13752143 I T01 G 1 4/12/18 154 T13752101 1 K02 1 4/12/18 197 I T13752144 I T02 1 4/12/18 155 T13752102 1 K03 1 4/12/18 198 I T13752145 I V4 1 4/12/18 156 1 T13752103 1 K04 1 4/12/18 199 1 T13752146 1 V8 1 4/12/18 157 1 T13752104 1 K05 1 4/12/18 1 100 1 T13752147 1 ZCJ1 1 4/12/18 158 1 T13752105 1 K06G 1 4/12/18 1 101 1 T13752148 1 ZCJ1 D 1 4/12/18 159 1 T13752106 I M02 1 4/12/18 1 102 I T13752149 1 ZCJ3 1 4/12/18 160 1 T13752107 1 MG01 1 4/12/18 1 103 I T13752150 1 ZCJ3A 1 4/12/18 161 1 T13752108 1 MV2 1 4/12/18 1 104 I T13752151 1 ZCJ3B 1 4/12/18 162 1 T13752109 1 MV3 1 4/12/18 1 105 I T13752152 1 ZCJ3C 1 4/12/18 163 1 T13752110 1 MV4 1 4/12/18 1 106 1 T13752153 1 ZCJ3D 1 4/12/18 64 1 T13752111 1 MV5 4/12/18 1107 IT137521541ZCJ5 4/12/18 65 1 T13752112 1 MV5A 4/12/18 1108 1 T13752155 1 ZCJ5A 4/12/18 166 1 T13752113 1 MV5B 1 4/12/18 1 109 1 T13752156 1 ZCJ5B 1 4/12/18 167 1 T13752114 1 MV6 1 4/12/18 1 110 1 T13752157 I ZCJ5C 1 4/12/18 168 1 T13752115 1 MV6A 1 4/12/18 1 111 1 T13752158 1 ZCJ5D 1 4/12/18 169 1 T137521161 MV7 1 4/12/18 1 112 1 T13752159 1 ZEJ 1 1 4/12/18 170 1 T137521171 MV8A 1 4/12/18 1 113 I T13752160 I ZEJ4 1 4/12/18 171 1 T13752118 1 MV9 1 4/12/18 1114 1 T13752161 1 ZEJ5 1 4/12/18 172 1 T137521191 MV10B 1 4/12/18 1 115 I T13752162 1 ZEJ5A 1 4/12/18 173 J T13752120 1 MV11 1 4/12/18 1116 I T13752163 1 ZEJ5D 1 4/12/18 174 1 T13752121 1 MV13 1 4/12/18 1 117 1 T13752164 1 ZEJ7 1 4/12/18 175 1 T13752122 1 MV21 1 4/12/18 1 118 1 T13752165 1 ZEJ7A 1 4/12/18 176 1 T13752123 1 MV25 1 4/12/18 1119 I T13752166 1 ZEJ7B 1 4/12/18 177 1 T13752124 1 MV41 1 4/12/18 1120 1 T13752167 1 ZERC 1 4/12/18 2of3 RE: J35140 -McCoy Residence Site Information: Customer Info: Rubin Custom Homes Project Name: McCoy Residence Model: Lot/Block: Subdivision: Address: 12774 NW Mariner CT City: St. Lucie State: FL No. Seal# Truss Name Date 1 121 1 T13752168 1 ZEJ38 4/12/18 1 122 1 T13752169 1 ZHJ2 1 4/12/18 1 123 1 T13752170 1 ZHJ4 1 4/12/18 1124 1 T13752171 I ZHAA 1 4/12/18 1 125 1 T13752172 1 ZHJ5 1 4/12/18 1 126 1 T13752173 1 ZHJ5A 1 4/12/18 1 127 1 T13752174 1 ZHJ5D 1 4/12/18 1 128 1 T13752175 1 ZHJ6 1 4/12/18 1 129 1 T13752176 1 ZHJ7 1 4/12/18 1 130 1 T13752177 1 ZHJ7B 1 4/12/18 1131 1 T13752178 1 ZHRE 1 4/12/18 1 132 1 T13752179 1 ZHJ38 1 4/12/18 3of3 Job Truss Truss Type City Ply McCoy Residence T13752048 J35140 D01 PIGGYBACK BASE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:41 2018 Page 1 I DA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-mU216310jyx5OFDaKictgRcSuTc5zB9cKZQLelzRoKG 2 4-0 7-0-15 13-3-4 18-7-8 25-0-0 31-4-8 36 5 6 41-9-12 2 4-0 7-0-15 6-2 4 5 4 4 6 4-8 6 4 8 5-0-14 545 N 2X4 1 DESIGNED USING MWFRS. TYPICAL Scale=1:78.1 FOR ALL ROOF TRUSSES IN THIS JOB. 5x5 — 3x8 — 5x5 — 5x5 = 3x4 = 4x6 = 3x8 = 2x4 II 3x8 = 3x4 = 46 II 3x6 = 9-10-3 18-7-8 25-0-0 31 4-8 36-5-6 41-9-12 9-10-3 8-95 6-4-8 6-4 5-0-14 5-4-0 Plate Offsets (X Y) I6'0 2 8 0-2-41 18'0-2-8 0-2-41 111'Edce 0-3-81 119'0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) -0.28 16-18 >999 240 MT20 - 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.50 16-18 >993 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.11 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 304 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-5 oc purlins, BOT CHORD 2x4 SP No.1 *Except* except end verticals, and 2-0-0 oc purlins (3-7-0 max.): 6-8. 14-17: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 6-16, 7-16, 7-13, 9-12, 3-19, 10-11, 2-19: 2x6 SP No.2 10-12 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 19=2045/0-8-0, 11=1859/0-5-12 Max Horz 19=858(LC 7) Max Uplift 19=1722(LC 8), 11=-1426(LC 8) Max Grav 19=2236(LC 13), 11=1943(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-520/402, 3-5=-3076/2267, 5-6=-2424/1996, 6-7=-2125/1882, 7-8=-1587/1541, 8-9=1820/1620, 9-10=-1509/1213, 2-19=-648/731, 10-11=-1904/1449 BOT CHORD 18-19=-1778/3048, 16-18=-1476/2765, 15-16=-1132/2205, 13-15=-1132/2205, 12-13=-664/1303 WEBS 3-18=185/357, 5-18=-251/454, 5-16=-771/712, 6-16=-505/695, 7-16=-242/287, 7-15=01321, 7-13=1056/620. 8-13=-343/481, 9-13=344/723, 9-12=-1021/764, 3-19=-2775/1870,10-12=-1071/1692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=42ft; eave=5ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1722 lb uplift at joint 19 and 1426 lb uplift at joint 11. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 property Incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I r Truss Truss Type City Ply McCoy Residence t � T13752049 J35140 D02 ROOF SPECIAL 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:43 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-itAWXIkGEZBpeYNzR7fLlrhp7GH?R4jvotvSiezRoKE 27-4-8 -2-0-0 6-4-13 1-10 1DE3 18-7-8 25-0-0 e-7-8 31-0-8 37-5-13 43-7-3 50-0-0 52-4-0 2-0-0 6-0-113 -0-12 2-4-10 8-1-5 648 1-7-8 40-0 6-15 6-4-13 0-9-0 Scale = 1:100.4 6.00 12 2x4 11 2x4 II 2 1 X� 5x5 =. 3x8 = 5x5 = 5x5 oto 4x61=0 x8 = 7x8 = 2x4 II 3x8 = 5x6 WB = 3x6 = 6x612- = bx8 r= x4 I I 4x6 = 3x4 II l_� 27-4-8 B-1-10 18-7-8 250-0 26-7-8 314-8 i 37-5-13 i 40.6-8 43-7-3 50-0-0 8-1-10 tOb-16 6-0-8 1-7-8 40A 6-1-5 3-0-11 3-0-11 fi-4-13 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.87 BC 0.96 WB 1.00 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 'Except* 6-8: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except' 16-18,14-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 2-28,12-14: 2x6 SP No.2, 2-25: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 28=2424/0-8-0, 14=2409/0-8-0 Max Horz 28=695(LC 6) Max Uplift 28=1995(1_C 8), 14=-2000(LC 8) Max Grav 28=2538(LC 13), 14=2581(LC 14) 2x4 13 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.49 22 >999 240 MT20 244/190 Vert(CT) -0.68 15-17 >874 180 M18SHS 244/190 Horz(CT) 0.28 14 n/a n/a Weight: 364 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc purlins, except end verticals, and 2-0-0 oc purlins (2-10-0 max.): 6-8. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 1 Row at midpt 5-23 10-0-0 oc bracing: 25-27, 21-23 WEBS 1 Row at midpt 4-23, 6-20, 7-20, 7-17, 9-17, 11-14, 8-17, 6-23 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3965/2413, 3-4=-4264/3006, 4-5=-3613/2775, 5-6=-3613/3019, 6-7=-2675/2386, 7-8=-2723/2389, 8-9=-3092/2543, 9-11=-3693/2750, 11-12=-483/350, 2-28=-2554/1787, 12-14=-626/689 BOT CHORD 27-28=1741316, 19-20=1447/3055, 17-19=1447/3055, 15-17=1739/3006, 14-15=1916/3086, 24-25=-2076/4228, 23-24=-2210/4145, 3-25=480/522, 5-23=459/524 WEBS 3-24=-307/507, 4-23=-799/638, 6-20=-330/353, 7-20=685/316, 7-19=0/322, 7-17=-599/317, 9-17=-759/686, 25-28=-592/553, 11-14=3403/2411, 8-17=-718/978, 9-15=-108/315, 2-25=-2211/3535, 20-23=-1134/2761, 6-23=111811595. 4-24=0/261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1995 lb uplift at joint 28 and 2000 lb uplift at joint 14. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job " Truss Truss Type Qty Ply McCoy Residence I , T13752050 J35140 D03 PIGGYBACK BASE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2.4-0 ' 5-8-13 ul u� 2x4 11 3x4 I I 0 4x10 i3 N 2x4 II 2 o. ID:1 11-2-3 , L17-8 i 20-7.8 22-7-8 27-0-C 5-5-5 5-55 4-0-0 2-0-0 4-4-8 5x8 M18SHS 5x5 = 6.00 12 5x5 = 9 7 8 /- 54 WB _ 3X6 1 6 4x65 4 3X6 = 24 -_ 5x5 = 3x4 II 12-1-0 avn2 M18SHS = 6x8 = 3x4 44-8 6-1-6 3x6 = 5x5 = 10_ 37_ 11 10x10 = 5X6 WB = 6-1-5 6-4-13 '24-0 3X8 = 5x6 WB = 3x6 = g_r�g 18_7-8 22-7-8 31-4-11 40-0-8 50-0-0 85-8 8-2-0 6-0-0 9-21 9-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.55 24 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.70 20-22 >849 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(CT) 0.26 17 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 7-23: 2x4 SP No.3, 17-19,19-21,25-27: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-30,15-17: 2x6 SP No.2, 22-25,2-27: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 17=241510-8-0, 30=2439/0-8-0 Max Horz 30=695(LC 6) Max Uplift 17=1998(LC 8). 30=-1991(LC 8) Max Grav 17=2567(LC 14), 30=2561(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3784/2276, 3-4=-3951/2466, 4-6=-4240/3026, 6-7=-3482/2738, 7-8=-3033/2522, 8-9=-3063/2708,9-10=-2764/2489,10-11=-2705/2383,11-12=-3073/2538, 12-14=-3664/2747, 14-15=-070/336, 2-30=-2584/1817, 15-17=-618/681 BOT CHORD 29-30=-1421310, 7-25=-859/1172, 20-22=-1413/2937, 18-20=173612991, 17-18=-1914/3064, 26-27=-2280/4297, 25-26=-1997/3887 WEBS 4-26=-292/295, 6-26=-189/496, 6-25=-802/670, 8-25=-495/300, 8-22=-1479/1152, 9-22=-948/1134, 10-22=-239/318, 10-20=-523/347, 11-20=-763/1021, 12-20=-754/690, 12-18=-110/305, 4-27=818/619, 14-17=3388/2423, 22-25=1469/3158, 27-30=-590/484, 2-27=-2036/3332 Scale = 1:102.3 2x4 11 3x4 11 15 2x4 11 16 "' 6x6 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 374 lb FT = 0% Structural wood sheathing directly applied or 1-4-12 oc purlins, except end verticals, and 2-0-0 oc purlins (3-1-5 max.): 7-8, 9-11. Rigid ceiling directly applied or 4-2-2 oc bracing. Except: 1 Row at midpt 7-25 10-0-0 oc bracing: 23-25, 27-29 1 Row at midpt 8-25, 8-22, 9-22, 10-22, 10-20, 11-20, 12-20, 14-17, 22-25 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1998 lb uplift at joint 17 and 1991 lb Joaquin Velez PE No.88182 uplift at joint 30. MiTek USA, Inc. FL Ctirt 8634 9) Graphical Pullin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING . verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 M I building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSf1TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' 1 Truss Truss Type Qly Ply McCoy Residence ' T13752051 J35140 D04 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ts.210 s FeD 1z zui6 wt I eK mausines, Inc. Wec Apr 11 1Z:03:46 20i8 rage 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-7SreAmn9XUZOV05Y7FC2NUJJIULbeRhMUr76JzzRoKB 8-5-8 14-7-8 18-7-8 22-7-8 27-0-0 314-8 37-5-13 43-7-3 5D-0-0 524-0 8-5-8 6-2-0 4-0-0 4-M 4-4-8 4-4-8 6-1-5 E1-5 6-4-13 24-0 Scale: 1/8"=1' 5x5 = 3x6 = 5x6 = 3x4 11 7 5x5 = 5x5 = 8 33 9 4 5 6.00 12 3x6 2x4 II 32 10 4x6 3 11 5x6 _ 0 12 5x6 i 2x4 II 4x8 i 2 3x4 II 1 13 2x4 II i -A\ 14 TN N Id I$ 44 -cito26 840 39 43 19 35 36 37 17 38 16 � tg o 0 28 VI 21 20 4 2 5x5 = 3x4 II O — 10x10 = 18 3x8 = 5x6 WB = 3x6 = 5x6 = 12 1 0 3x4 II 6x8 — 4x6 = 8-5-8 14-7-8 22-7-8 31-4-8 40-6-8 50-0-0 8-5-8 6-2-0 8-0-0 8-9-0 9-2-0 9-5-8 Plate Offsets (X Y)— f4:0-3-0 0-2-81 f7:0-2-8 0-2-41 19.0-3-0 0-2-01 f11:0-3-0 Edael [15:0-2-8 0-3-01 123:0-4-8 0-3-01.125:0-2-8,0-2-01.f28:0-2-4.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.58 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.72 18-20 >824 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Horz(CT) 0.27 15 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 367 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 15-17,17-19,23-25: 2x4 SP No.1 1 Row at midpt 5-23 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 25-27, 21-23 1-28,13-15: 2x6 SP No.2, 1-25,20-23: 2x4 SP No.2 WEBS 1 Row at midpl 4-24, 6-20, 7-20, 8-20, 8-18, 9-18, 10-18, OTHERS 2x4 SP No.3 12-15, 20-23 REACTIONS. (lb/size) 15=2419/0-8-0, 28=2258/0-8-0 Max Horz 28=679(LC 6) Max Uplift 15=2004(LC 8), 28=-1688(LC 8) Max Grav 15=2582(LC 14), 28=2412(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=4183/2633, 2-3=-4423/3058, 3-4=-4507/3391, 4-5=-3493/2760, 5-6=-3472/2753, 6-7=-3169/2698, 7-8=-2830/2510, 8-9=-2736/2399, 9-10=-3104/2552, 10-12=-3687/2757, 12-13=-546/364, 1-28=-2459/1538, 13-15=-657/697 BOT CHORD 27-28=-220/388, 20-21=-232/323, 18-20=-1425/2988, 16-1 8=-1 745/3022, 15-1 6=1 922/3084, 24-25=-2322/4467, 23-24=-1737/3612, 2-25=-490/466 WEBS 3-24=594/659, 4-24=-793/1057, 6-23=-465/386, 6-20=1664/1219, 7-20=-863/1116, 8-20=-246/333, 8-18=-537/341, 9-18=-747/1030, 10-18=743/680, 10-16=-108/298, 2-24=-397/484, 12-15=-3334/2405, 25-28=-574/452, 1-25=-2208/3571, 20-23=-1734/3629, 4-23=-510/1087 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=50ft; eave=6ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2004 lb uplift at joint 15 and 1688 lb uplift at joint 28. Joaquin Velez PE No.68182 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 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE 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 p A� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I iTe�� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobs 1r Truss Truss Type Qty Ply McCoy Residence 1 T13752052 J35140 D05 ROOF SPECIAL 1 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:48 2018 Page 1 ID:1 oy7xUwgxJ1 K9RIjBTe2FGzxQPi-3rzPaSoP35g6kJFwEgEWSvPgpH_I6Nyex8cDOrzRoK9 6-5-8 12-7-8 16-7-8 20-7-8 27-0-0 33-4-8 38-9-13 44-3-3 50-D-0 52-4-0 6-2-0 4-0-0 4-0, 6_4-8 6-4-8 5-5-5 5-5-5 5-8-13 2-4-0 Scale = 1:94.0 5x8 = 2x4 11 5x8 = ,,,A = _ _ _ ° 28 ° 29 7 3x6 I 5x5 = 5x6 VJB = 3x6 = 4x6 = 3x8 = 3x6 = 4x6 3x6 5x6 = 3x8 = 6-5-8 12-7-8 20-7-8 27-0-0 33-4-8 41-M 50-0-0 6-5 8 6-2-0 8-M 6 4-8 6 4-B 8-2-0 8-5-8 Plate Offsets (X Y) 13'0 3 0 0 2 O1 15'0-6-0 0-2-81 FiO-6-0 0-2-81 19'0-3-0 Edael [13:0-2-12 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.54 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.65 19-21 >922 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(CT) 0.21 13 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 336 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 18-20: 2x4 SP No.1 WEBS 1 Row at midpt 4-21, 4-19, 5-19, 6-17, 7-17, 8-16, 1-22, WEBS 2x4 SP No.3 *Except* 10-13 1-23,11-13: 2x6 SP No.2, 1-22: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 23=2225/0-8-0, 13=2409/0-8-0 Max Horz 23=-622(LC 6) Max Uplift 23=-1698(LC 8), 13=-2007(LC 8) Max Grav 23=2376(LC 13), 13=2588(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3685/2674, 2-3=-3558/2722, 3-4=-3154/2560, 4-5=-3475/2849, 5-6=-3129/2719, 6-7=-3129/2719, 7-8=-3270/2628, 8-10=-3694/2740, 10-11=-454/286, 1-23=-2298/1704, 11-13=-597/642 BOT CHORD 22-23=-455/830, 21-22=-1994/3602, 19-21=-2114/3876, 17-19=-1651/3357, 16-17=-1455/2872,14-16=-1811/3075,13-14=-1890/3039 WEBS 2-22=-351/352, 2-21=-299/314, 3-21=-819/1168, 4-21 =-1 122/779, 4-19=-1080/951, 5-19=-777/1227, 5-17=-185/350, 6-17=496/513,7-17=-464/780,7-16=-379/732, 8-16=-595/553,10-14=-35/293,1-22=-1929/2845,10-13=-3399/2453 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=50ft; eave=6ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1698 lb uplift at joint 23 and 2007 lb uplift at joint 13. 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 Joaquin Velez PE Nc.88182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 p�A. Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* i yleka is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, D5B-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' 1 Truss Truss Type Qty Ply McCoy Residence . r T13752053 J35140 D06 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:49 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-X1 Xnoopl gPyzMTg7oN11?6xuShNcrpAoAoMnwlzRoK8 4-6 6 9-14 13-1-4 17-11-12 24-1-14 30-7-8 4-8-6 4-4-14 4-0-0 4-10-8 6-2-2 6-5-10 N u% 3x4 4x6 = Scale=1:56.1 5x5 = 3x8 = 5x8 = 3x4 = 3x6 II g_ 17-11- 2 24-1-14 30-7-8 9-1-4 8-10-8 6-2-2 6-5-10 Plate Offsets MY)— I10:0-4-0 0-3-01 I12:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) -0.19 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.34 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 193 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-10, 6-10, 2-12 1-12,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 12=1356/0-5-12, 8=1358/0-5-12 Max Horz 12=547(LC 7) Max Uplift 12=-1037(LC 8), 8=-1039(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-254/254, 2-3=-1653/1404, 3-4=-1421/1345, 4-5=-1385/1328, 5-6=-1424/1323, 6-7=-1512/1233; 1-12=-249/258, 7-8=-1292/1053. BOT CHORD 11 -1 2=-907/1543, 10-11=-1021/1728, 9-10=-782/1270 WEBS 2-11=-43/275, 3-11=-316/432, 4-11=-405/360, 4-10=-792/752, 5-10=-751/790, 6-10=-283/304, 6-9=-340/340, 2-12=-1584/1200, 7-9=-829/1261 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1037 lb uplift at joint 12 and 1039 lb uplift at joint 8. 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. EL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 , WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE 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 ��A� 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSSTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type city Ply McCoy Residence r T13752054 J35140 D07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:50 2018 Page 1 ID:loy7xUwgxJlK9Rlj8Te2FGzxQPi-?D59?8gfbi4gzdPJM5H_XKU1p5hhaGUxPS5KSkzRoK7 7-1-4 11-1-4 17-11-12 24-1-14 3D-7-8 711114 41 6-10-8 6-2-2 6-5-10 46 = 3x6 N 3x6 II 3x8 = 4x6 = 3x8 = 3x4 = 3x6 7 1.4 i12-6-8 17-11-12 24-1-14 i 30-7-8 i Scale = 1:56.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.27 9-11 '>999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.60 9-11 >606 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 185 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 10-12: 2x4 SP No.1 WEBS 1 Row at midpt 3-9, 5-9 WEBS 2x4 SP No.3 *Except* 1-12,6-7: 2x6 SP No.2 REACTIONS. (lb/size) 12=1358/0-5.12, 7=1358/0-5-12 Max Horz 12=547(LC 7) Max Uplift 12=1037(LC 8),-7=1039(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1743/1342, 2-3=-1465/1333, 3-4=-1438/1300, 4-5=-1434/1324, 5-6=-1507/1232, 1-12=-1302/1047,6-7=-1289/1054 BOT CHORD 11-12=-512/574, 9-11=-1245/1941, 8-9=-778/1265 WEBS 2-11 =-1 99/426, 3-11=-608/560, 3-9=-879/853, 4-9=-653/739, 5-9=-278/288, 5-8=-350/333, 1 -11 =-766/1320, 6-8=-823/1249 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; 8=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1037 lb uplift at joint 12 and 1039 lb uplift at joint 7. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 p! C a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■■��.a 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job 1 i Truss Truss Type City Ply McCoy Residence T13752055 J35140 D08 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:51 2018 Page 1 ID:loy7xUwgxJ1K9RIj6Te2FGzxQPi-TQfXDUrHMOChbn_VvooD4X1ExV3zJia5e6rt?AzRoK6 9-1-4 12-11-9 17-11-12 24-1-14 30-7-8 4-8-6 4-4-14 3-105 5-0-3 6-2-2 6-5-10 4x6 = Rl��FIN! 5x5 = 3x8 = 5x8 = 3x4 = 3x6 II i 9-1-4 17-11-12 24-1A4 30-7-8 ... , o,ne aoo NM LOADING (psf) SPACING- 2-D-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 TCDL 15.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 1.00 BCDL 10.0 Code FBC2017ITPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-12,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 12=1358/0-5-12, 8=1358/0-5-12 Max Horz 12=639(LC 6) Max Uplift 12=-1043(LC 8), 8=-1033(LC 8) DEFL. in (loc) Vdefl L/d Vert(LL) -0.22 10-11 >999 240 Vert(CT) -0.42 10-11 >864 180 Horz(CT) 0.06 8 n/a n/a Scale = 1:56.1 PLATES GRIP MT20 2441190 Weight: 195 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-12, 5-10, 6-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2046/1683, 3-4=-2382/2023, 4-5=-1396/1324, 5-6=-1426/1313, 6-7=-1511/1226, 7-8=1291/1047 BOT CHORD 11-12=-799/1500, 10-11=-1036/1792, 9-10=-775/1270 WEBS 2-12=1654/1327, 2-11=778/1120, 3-11=-1278/1153, 4-11=-654/911, 4-10=-845/772, 5-10=-759/803, 6-10=-281/308, 6-9=-343/338, 7-9=-823/1260 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1043 lb uplift at joint 12 and 1033 lb uplift at joint 8. 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.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job a Truss Qty Ply McCoy ResidenceT13752056 �RoofsSpecial J35140 D09 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb i z zu16 Mi I ek Industries, inc. Wed Apr 11 12:03.5 i zO to rage t ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-TQfXDUrHMOChbn_VvooD4X1ExV4pJnb5e6rt?AzRoK6 3-3-10 7-1-4 12-6-B 17-11-12 24-1-14 30-7-8 3-3-10 3-9-10 5-5-4 5-5-4 6-2-2 6-5-10 4x6 = 3x6 II 3x8 = 3x4 = 5x8 = 3x4 = 3x6 i 3 8-6 10 10 1 17-11-12 24-1-14 30-7-8 7-1-11 7-1-11 6-2-2 6-5-10 Scale = 1:56.1 LOADING (psf) SPACING- 2-0-0 CSI. DEF.L. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.20 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(CT) -0.24 10-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.06 8 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 193 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 "Except` WEBS 1 Row at midpt 4-10, 5-10, 6-10 1-13,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 13=1358/0-5-12, 8=1358/0-5-12 Max Horz 13=585(LC 6) Max Uplift 13=-1040(LC 8), 8=-1036(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-13=-1338/1034, 1-2=-1211/1016, 2-3=-1211/1016, 3-4=-2148/1747, 4-5=-1404/1328, 5-6=-1421/1319, 6-7=-1513/1229, 7-8=-1293/1050 BOT CHORD 12-13=-492/474, 11-12=-1643/2445, 10-11 =1 098/1852, 9-10=-778/1272 WEBS 1-1 2=-1 274/1714, 2-12=-240/351, 3-12=-1374/1127, 3-11=-562/589, 4-11=-349/595, 4-10=-910/807, 5-10=-760/795, 6-10=-297/305, 6-9=-334/341, 7-9=-826/1263 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1040 lb uplift at joint 13 and 1036 lb uplift at joint 8. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 &WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ` Design valid for use only with Mrfek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parametersand properly incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job 1 Truss Truss Type Qty Ply McCoy Residence r T13752057 J35140 D10 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:62 2018 Page 1 I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-xcDvQgrw7KKXDx7hTWJScIZNIuOA2CFEsmaRXdzRoK5 2-8-6 5-1-4 11-9-10 17-11-12 24-1-14 30-7-8 2-8.6 2-4-14 6.8.6 6-2-2 6-2-2 6-5-10 N V;l N 4x6 = 13 12 11 1u to 5 3x6 II 4x8 = 3x4 = 5x8 = 3x4 = 3x6 Scale = 1:55.2 2-8.6 11-9-10 17-11-12 24-1-14 30-7-8 243� 9-1-4 6-2-2 6-2-2 6-5-10 Plate Offsets (X Y)— 110:0-4-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.22 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.41 11-12 >883 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(CT) 0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 188 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3'Except* WEBS 1-13,7-8: 2x6 SP No.2 REACTIONS. (lb/size) 13=1358/0-5-12, 8=1358/0-5-12 Max Horz 13=543(LC 7) Max Uplift 13=1038(1_C 8), 8=1038(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-13=1365/1006, 1-2=-1443/1114, 2-3=-1443/1114, 3-4=2132/1684, 4-5=-1419/1326, 5-6=-1418/1324, 6-7=-1514/1231, 7-8=1295/1052 BOT CHORD 12-13=-511/459. 11-12=-1946/2676, 10-11=-1199/1908, 9-10=-780/1272 WEBS 1-12=-1329/1885, 3-12=1507/1318, 3-11=-808/785, 4-11=-196/497, 4-10=-961/862, 5-10=-743/778, 6-10=-308/299, 6-9=-329/343, 7-9=-826/1264 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 4-10, 5-10, 6-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=31ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.1 B; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1038 lb uplift at joint 13 and 1038 lb uplift at joint 8. 8) 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE 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 propedy incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T13752058 J35140� D11 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:54 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-u?KgrVtAfxaFSEi4bxLwhAfkPi5J W5kXK43XbVzRoK3 7- 4-6.4 &8.4 14-0-8 19-4-12 24.10-0 30.3-4 32-0.8 -7- 3-11-0644 5-44 5-5-4 1-9-4 �1 4x4 = 19 16 17 16 2x4 II 3x10 = 2x4 II 1 7-4 l -7 i 4-66-0 7-8-0 &8-0 14-0-8 19-4-12 24-10-0 30-3A 32-0-8 -7 2-11-0 3-z-0 1-OAs4i s 14 5-5A 1-9-A Scale = 1:65.5 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0:67 BC 0.79 WB 0.85 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL), 0.37 15 >999 240 Vert(CT) -0.36 13-14 >999 180 Horz(CT) 0.09 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 218 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-18,4-16: 2x4 SP No.3 10-0-0 oc bracing: 18-20, 14-16 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at tri 4-13, 5-12, 6-12 1-21,8-9: 2x6 SP No.2 REACTIONS. (lb/size) 21=1461/0-6-12, 9=1428/0-5-12 Max Horz 21=556(LC 7) Max Uplift 21=-1073(LC 8), 9=-1087(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-21=-1311/978, 1-2=-1640/1247, 2-3=-1681/1284, 3-4=-3556/2683, 4-5=-2258/1797, 5-6=-1514/1416, 6-7=-1517/1417, 7-8=-1642/1318, 8-9=-1355/1103 BOT CHORD 20-21=-471/513, 4-14=-460/777, 13-14=-2356/3337, 12-13=-1247/2007, 11-12=-833/1373 WEBS 17-20=-1435/1963, 3-20=-297/315, 3-17=-2301/1738, 14-17=-1459/2021, 3-14=-1074/1610, 4-13=-1437/1199, 5-13=-387/654, 5-12=-1072/938, 6-12=903/942, 7-12=-325/316, 7-11=-304/319, 8-11=-839/1321, 1-20=-1407/1912 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=32ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1073 lb uplift at joint 21 and 1087 lb uplift at joint 9. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE 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 � 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Y Truss Truss Type Qty Ply McCoy Residence . r T13752059 J35140 D12 HIP 1 1 Job Reference o tional East Coast -I cuss, I-t. Fierce, Jr-L. 34946 0.4 1 u s — 11 cu ro rvn i en u ID:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-MBu2 1 x4 2-0-0 ' 4-6-8 1 3-3-0 6-1-0 1 5-1-0 1-1-0, 5-10-14 US II 5x8 = 2x4 II 4x4 = US = - -- 7 8 6-2-6 Scale = 1:65.9 4-6-8 7-9-8 -9-8 13-10-8 18-111 0-0- 25-11l 32-1-12 4.6-8 3-3-0 -0-0 5-1-0 5-1-0 -1-0 5-10-14 6-2-6 Plate Offsets (X Y)— 117:0-5-8 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.36 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.34 18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) -0.15 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 225 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 `Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19: 2x4 SP No.3 10-0-0 oc bracing: 17-19 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 4-16, 6-15 2-21,10-11: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 21=1625/0-8-0, 11=1425/0-5-12 Max Horz 21=659(LC 7) Max Uplift 21=-1380(LC 8), 11=-1090(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1965/1434, 3-4=-3592/2720, 4-6=-2285/1838, 6-7=-1542/1440, 7-8=-1301/1377, 8-9=-1549/1416, 9-1 0=1 575/1279, 2-21 =-1 563/1381, 10-11=1360/1099 BOT CHORD 20-21=-492/533, 4-17=-505/895, 16-17=-2372/3518, 15-16=-1293/2120, 14-15=-661/1352, 12-14=-830/1330 WEBS 3-20=1550/1152, 3-17=-1116/1689, 4-16=-1521/1174, 6-16=-412/723, 6-15=-1160/958, 7-15=-548/573,8-14=-281/354,9-14=-304/259, 9-12=-397/391, 2-20=-119111671, / 10-12=-890/1338, 17-20=-1454/2181 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; 13=45ft; L=32ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 1380 lb uplift at joint 21 and 1090 lb uplift at joint 11. 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. I Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE 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 verity the applicability of design parameters and properly. Incorporate this design into the overall I� �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VI iTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply McCoy Residence r a T13752060 J35140 E01G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:56 2018 Page 1 I D:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-gNSQGBuQAYgzhYsTiLNOnbk?DWInyQgnOYegOzRoK1 1-8.0 7-1-5 12-6-11 18-0-0 25-0-0 27-4-0 1 8-0 5-5-5 5-5 6 5-5-6 7-0-0 2 4-0 Scale: 1/4"=1' NAILED 6.00 12 3x6 11 6x6 = NAILED NAILED NAILED 4x4 = NAILED 2x4 0 4 NAILED 6x8 NAILED NAILED NAILED 46 = 7x6 = NAILED NAILED NAILED 4x8 = NAILED SxS = 1x4 11 NAILED NAILED 7x8 = 3x6 II NAILED NAILED 3-8E 7-1-5 122 11 18-0-0 25-0-0 3-8-6 3-4-14 5N 5-5-6 7-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO .BCDL 10.0 Code FBC2017[TP12014 CSI. DEFL. in floc) I/deft Ud TC 0.97 Vert(LL) 0.30 10-11 >969 240 BC 0.98 Vert(CT) -0.27 13-14 >999 180 WB 0.96 Horz(CT) -0.08 9 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E `Except' TOP CHORD 1-2: 2x4 SP No.2, 4-6: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 `Except` BOT CHORD 12-14: 2x4 SP No.1 WEBS WEBS 2x4 SP No.3 `Except` 1-14,7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=2247/Mechanical, 9=2095/0-8-0 Max Horz 14=-465(LC 23) Max Uplift 14=2447(LC 4). 9=-2273(LC 8) Max Grav 14=2356(LC 31), 9=2271(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2884/3064,3-5=-2884/3064,5-6=-2877/2921,6-7=-3248/3101,7-9=-2201/2287 BOT CHORD 13-14=-748/976, 11-13=-3246/3574, 10-11=-3246/3574, 9-1 0=-1 82/291 WEBS 2-13=-2785/2721, 3-13=-823/1146; 5-13=-819/756, 5-11=-75/382, 5-10=-932/1021, 6-10=-684/849, 2-14=-2328/2620, 7-10=2454/2616 PLATES GRIP MT20 244/190 Weight: 158 lb FT = 0% Structural wood sheathing directly applied or 3-1-3 oc purlins, except end verticals. Rigid ceiling directly applied or 3-1-15 oc bracing. 1 Row at midpt 2-13, 7-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2447 lb uplift at joint 14 and 2273 lb uplift at joint 9. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 494 lb down and 386 lb up at 17-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, OSB.89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Jobf 1 Truss Truss Type Qty Ply McCoy Residence T13752060 J35140 E01 G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:56 2018 Page 2 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-gNSQGBuQAYgzhYsTiLNOnbk?DWjnyQgnOYegOzRoK1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-6=-70, 6-7=-70, 7-8=-70, 9-14=-20 Concentrated Loads (lb) Vert: 2=-151(F) 4=-151(F) 6=-129(F) 10=-249(F) 18=-1 51 (F) 19=-151 (F) 20=129(F) 21=-129(F) 22=-129(F) 24=-129(F) 25=-64(F) 26=-64(F) 27=64(F) 28=-64(F) 29=-51(F) 30=-51(F) 31=-51(F) 32=-51(F) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 � NO I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752061 J35140 E02 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:57 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-IZOoTXv2xsygJiRfG3vdJoGD7v7ljT1 zO21CCgzRoKO 4-7-12 9-0-0 16-0-0 20-4-4 25-0-0 27-4-0 4-7-12 4-4-4 7-0-0 4-4-4 4-7-12 2-4-0 Scale: 1/4"=l' 3x4 46 = 15 48 = 16 4 5x5 = 3x8 = 5x5 = 5x5 = P_ r 0 9-0-0 16-0-0 25-0-0 9-0-0 7-0-0 9-0-0 Plate Offsets (X Y)— 14:0-5-4 0-2-01 18:0-2-4 0-3-01 19:b-2-8 0-3-01 111.0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.15 10-11 >999' 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.32 10-11 >918 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 147 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-10 6-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1099/Mechanical, 8=1292/0-8-0 Max Horz l l=-365(LC 6) Max Uplift 11=-835(LC 8), 8=-1156(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/284, 2-3=-1408/1180, 3-4=-1208/1148, 4-5=-1389/1159, 5-6=-278/181, 1-11=-309/278, 6-8=-419/500 BOT CHORD 10-11=-722/1391, 9-10=-502/1189, 8-9=-632/1194 WEBS 2-1 0=-1 52/269, 3-10=-86/298, 4-9=-55/279, 2-11 =-1 256/1002, 5-8=-1367/1160 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 11 and 1156 lb uplift at joint 8. 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 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design paramefersl and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 Not 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752062 J35140• E03 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek industries, Inc. Wed Apr 11 12:03:58 20i8 rage 1 I D:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-mmaBhtwgiA4hxsOrgmQssOpOtJU9SOE7Fi 1 IkGzRoK? 5-7-12 11-0-0 141-0 19-4-4 25-0-0 274-0 5-7-12 5-0-4 3-0-0 544 5-7-12 2-0-0 Scale: 1/4"=l' 3x4 5x5 = 5x5 = 12 5x5 = US = 3x4 = 5x5 = 3X4 = 8-5-3 16-6-13 26-M 8-5-3 8-1-11 8-5-3 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.15 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.26 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 152 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 4-11, 2-12, 5-8 6-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1099/Mechanical, 8=129210-8-0 Max Horz 12=-415(LC 6) Max Uplift 12=-835(LC 8), 8=-1156(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-382/361, 2-3=-1419/1248, 3-4=-1058/1103, 4-5=-1388/1210, 5-6=-255/211, 1-12=-331/334, 6-8=-446/555 BOT CHORD 11-12=-729/1515, 9-11=-354/1113, 8-9=-659/1260 WEBS 2-11=-269/416, 3-11=-283/391, 4-9=-236/435, 5-9=-220/348, 2-12=-12851933, 5-8=-1394/1103 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 835 lb uplift at joint 12 and 1156 lb uplift at joint 8. 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 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa. FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE I1III.7473 rev. 1010312015 BEFORE 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 property incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ► Truss Truss Type Qty Ply McCoy Residence T13752063 J35140 E04 ATTIC 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:03:59 2018 Page 1 I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Ey8ZuDxJTTCYZOb2N Ux5ODMYpjnNBK3GTMnl HjzRoK_ 14-4-8 4-3-14 8-4-4 10-7-8 11-2- 12-6-0 13-9-11 16-7-12 20-8-2 25-0-0 27-4-0 43-14 4.0-6 2.3.4 0-6-1 1-3-11 1-3-11 0-6-1 2-3-4 40-6 4-3-14 2-4-0 Scale = 1:47.4 4x6 = 2x4 ova = 6 22 3x4 = 2x4 11 16 - 5x5 = 5x8 = 5x8 = 5x5 = 8 4-4 16-7-12 25-0- MM 0 8-3-8 8-44 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Veri(LL) 0.55 15-16 >540 ' 240 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.72 15-16 >409 180 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.05 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Attic -0.45 14-15 212 240 LUMBER - TOP CHORD 2x4 SP No.2 `Except` 6-9,3-6: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 'Except' 14-15: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2, 1-16,11-13: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 16=1237/Mechanical, 13=143010-8-0 Max Horz 16=-453(LC 6) Max Uplift 16=-723(LC 8), 13=-1045(LC 8) Max Grav 16=1335(LC 14), 13=1505(LC 15) PLATES GRIP MT20 244/190 Weight: 146 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-337/234, 2-4=-1816/921, 4-5=-1517/891, 5-6=-562/733, 6-7=-556/723, 7-8=1520/897, 8-10=-1812/912, 11-13=-330/420 BOT CHORD 15-16=579/1872, 14-15=-243/1640, 13-14=-501/1592 WEBS 8-14=-107/456, 10-14=-270/318, 4-15=-143/467, 2-15=-299/415, 5-17=-2351/1644, 7-17=-2351/1644, 2-16=-1797/869, 10-13=-1902/1077 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 4-5, 7-8. 5-17, 7-17 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 14-15 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 723 lb uplift at joint 16 and 1045 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard &WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job 10 Truss Truss Type Qty Ply McCoy Residence T13752063 J35140 E04 ATTIC 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 S.zlu s i-w lz zu iB NII I eK Inuusines, inc. vveu Hpl I I I C.VO.UU LV 10 rays c IDA oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Ey8ZuDxJTTCYZOb2N Ux5ODMYpjnNBK3GTMnlHjzRoK_ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-80, 5-6=-70, 6-7=-70, 7-8=80, 8-11=-70, 11-12=-70, 15-16=-20, 14-15=-30, 13-14=-20, 5-7=-10 Concentrated Loads (lb) Vert:21=-60 22=-60 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE\117II.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possiblepersonal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752064 J35140 E05 ATTIC 11 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:00 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-i8ix6ZxxEnKPA9AExBSKxRujZ780wnNPiOWro9zRoJz 12-6-0 14-4-B -2-4-0 4-3-14 8-4-0 10-7.8 1;-2-5 13-9-11 16-7-12 20-8-2 25-0.0 274-0 2-0-0 4-3-14 4-0-6 2-3-4 0-6-1 1-3-11 2-3-4 4-0.6 4-3-14 2-4-0 1-3-11 0-6-13 Scale = 1:51.4 4x6 = 3x4 = 7 ' 26 3x4 = 800 2x4 II 2x4 1 Io 1 N ��l3 d N 17 16 15 14 5x5 = 5x8 = 5x8 = 5x5 = 8-4-4 16-7-12 _ 25-0-0 8-4-4 8-3-B 8-4-4 Plate Offsets (X Y)- 114:0-2-4 0-3-01 115:0-2-12 Edgel 116:0-2-12 Edgel 117:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.53 16-17 >561 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.70 16-17 >421 180 BCLL 0.0 Rep Stress Incr NO WB 0.90 Horz(CT) 0.05 14 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Attic -0.44 15-16 220 240 Weight: 154 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 "Except' 3-7,7-11: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 *Except* 15-16: 2x6 SP SS WEBS 2x4 SP No.3 *Except` 6-8: 2x4 SP No.2, 2-17,12-14: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 17=1421/0-8-0, 14=1421/0-8-0 Max Horz 17=-459(LC 6) Max Uplift 17=-1032(LC 8). 14=-1032(LC'8) Max Grav 17=1501(LC 14). 14=1501(LC 15) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-1798/884, 5-6=-15061869, 6-7=-535/716, 7-8=-535/716, 8-9=-1506/869, 9-10=-1798/884,2-17=324/414,12-14=-322/414 BOT CHORD 16-17=-488/1817, 15-16=-215/1622, 14-15=-488/1587 WEBS 9-15=-107/457, 10-15=-275/335, 5-16=-107/457, 4-16=-273/335, 6-18=-2321/1589, B-18=-2321/1589,4-17=-1897/1059,10-14=-1897/1059 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Ceiling dead load (5.0 psf) on member(s). 5-6, 8-9. 6-18, 8-18 7) Bottom chord live load (30.0 psf) and additional bottom chord dead load (5.0 psf) applied only to room. 15-16 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1032 lb uplift at joint 17 and 1032 lb uplift at joint 14. 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. 10) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 161II-7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job' t Truss Truss Type Qty Ply McCoy Residence T13752064 J35140 E05 ATTIC 11 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:00 2018 Page 2 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-i8ix6ZxxEnKPA9AExBSKxRujZ780wnNPi0Wro9zRoJz LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-5=-70, 5-6=80, 6-7=-70, 7-8=-70, 8-9=-80, 9-12=-70, 12-13=-70, 16-17=-20, 15-16=-30, 14-15=-20, 6-8=-10 Concentrated Loads (lb) Vert:25=-60 26=-60 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev, 1010312015 BEFORE 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 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 - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752065 J35140 E06 ATTIC 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:02 2018 Page 1 I DA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-fXph WEzBmOa7QTKc3cUoOs_9dwvPOm4i9K?ys1 zRoJx 12-6-0 14-4-8 -2-4-0 43-14 8-4-4 10-7-8 11-2-0 13.9-11 16-7-12 20-8-2 25-0-0 27-4-0 2-4-0 43-14 4-0.a 2.3-4 0.6.1 1-3-11 4-0.6 4-3-14 1-3-11 0-6-13 Scale = 1:51.4 4x6 = 2X4 3x6 = 6 3x6 = 2xa II 4x6 II 5x5 = 4x6 = 4x6 = 4x6 = 4x6 = 5x5 = 4x6 II i 4-3-14 8-4-4 16-7-12 20-8-2 25-0-0 .�.. ...o ono nna nz�n LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 50.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.16 15-16 >999 240 TCDL 37.5 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.33 15-16 >887 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 12 n/a n/a BCDL 25.0 Code FBC2017/TPI2014 Matrix -AS Attic -0.08 15-16 1260 360 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-6,6-9: 2x6 SP SS BOT CHORD 2x6 SP No.2 *Except* 14-17: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 5-7: 2x4 SP No.2, 2-19,10-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 19=3405/0-8-0, 12=3405/0-8-0 Max Horz 19=-446(LC 6) Max Uplift 19=-1016(LC 8), 12=-1016(LC 8) Max Grav 19=3436(LC 14), 12=3436(LC 15) PLATES GRIP MT20 244/190 Weight: 369 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4071/881, 3-4=-4104/858,4-5=-3378/872, 5-6=-464/2243,6-7=-464/2245, 7-8=-3378/872, 8-9=-4104/858, 9-1 0=-4071/881, 2-19=-3204/1011, 10-12=-3201/1 011 BOT CHORD 18-19=-126/532, 16-18=-447/3815, 15-16=-205/3523, 13-15=-447/3569, 12-13=0/320 WEBS 8-15=-65/1105, 4-16=-65/1105, 5-7=-5929/1503, 3-18=-907/179, 3-16=-618/307, 2-18=-753/3357, 9-13=-908/179, 9-15=-618/307, 10-13=-753/3339 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Ceiling dead load (12.5 psf) on member(s). 4-5, 7-8, 5-7 9) Bottom chord live load (56.3 psf) and additional bottom chord dead load (12.5 psf) applied only to room. 15-16 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1016 lb uplift at joint 19 and 1016 lb uplift at joint 12. 11) 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. 1� Joaquin Velez PE No.88182 MiTek USA, Inc. FLCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 ■.Y■ 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobs r Truss Truss Type Qty Ply McCoy Residence T13752066 J35140 E07 ATTIC 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:04 2018 Page 1 ID:toy7xUwgxJ1K9Rlj8Te2FGzxQPi-bwxSxw?RlOrgfnT?A1XG5H30jkTtsa4?deU2xwzRoJv 12-6-0 14-4-8 -2-4-0 5-40 8-0-4 10-7-8 1 -2- 13.9-11 16-7-12 19-8-0 25.0.0 L-- 2-4-o 14-0 3.0: 2-3-4 0-6-1 1-3-11 2.3-4 3.0-4 5.4-0 2-4-0 1-3-14X6 = 0.6.13 Scale = 1:51.4 3x8 = 6 3x8 = 2x4 II 3x8 M18SHS II 5x5 = 6x6 = 7x6 = 7x6 = 5x6 = 5x5 = 4x8 M18SHS 11 8114 16-7-12 19 2-0 25-0-0 ir3-0 4 8-3-8 3-0� 54-0 Plate Offsets (X Yl— f3:0-4-0 0-3-41 F6:0-3-0 Edael 19:0-4-0 0-3-41 112:0-4-7 0-0-141 f15:0-3-0 0-4-121 f16:0-2-12 0-3-71 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 50.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.27 15-16 >853 240 MT20 244/190 TCDL 37.5 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.59 15-16 >393 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.03 12 n/a n/a BCDL 25.0 Code FBC20171TP12014 Matrix -AS Attic -0.15 15-16 662 360 Weight: 191 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-6,6-9: 2x6 SP SS BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x6 SP No.2 *Except* WEBS 1 Row at midpt 9-13 14-17: 2x6 SP SS WEBS 2x4 SP No.3 *Except* 5-7,2-18,10-13: 2x4 SP No.2, 2-19,10-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 19=3057/0-8-0, 12=2109/0-8-0, 13=1729/0-8-0 Max Horz 19=446(LC 6) Max Uplift 19=934(LC 8), 12=686(LC 8), 13=-362(LC 8) Max Grav 19=3109(LC 14), 12=2109(LC 1), 13=2168(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3735/785, 3-4=-3267/708, 4-5=-2539/685, 5-6=237/1434, 6-7=-201/1210, 7-8=-2764/721,8-9=-3106/655,9-10=-2026/386,2-19=-2914/943,10-12=-1906/694 BOT CHORD 18-19=-134/628, 16-18=-326/3449, 15-16=-16/2789, 13-15=-53/1814, 12-13=0/395 WEBS 8-1 5=-1 96/481, 4-16=-146/1246, 5-7=-4089/1041, 3-18=-331/45, 3-16=-1076/489, 2-18=-566/2873, 13-22=2665/471, 9-22=-2626/499, 9-15=-35/1626, 13-23=-246/1318, 10-23=-219/1352 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=25ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Ceiling dead load (12.5 psf) on member(s). 4-5, 7-8, 5-7. 22-23 8) Bottom chord live load (56.3 psf) and additional bottom chord dead load (12.5 psf) applied only to room. 15-16 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 19, 686 lb uplift at joint 12 and 362 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 11) ATTIC SPACE SHOWN IS DESIGNED AS UNINHABITABLE. 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobs c Truss Truss Type Qty Ply McCoy Residence T13752067 J35140 F01G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:05 2018 Page 1 ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-36Vg9G?33JzhHx2Bkk2VeUcYU8o?b7k9sIEcTMzRoJu 2�-0 5-0-0 9 8-0 12-0-0 14-4-0 19-0-0 24-0-0 26-0-0 2-4-0 5-0-0 4-8-0 2-4-0 2-4-D 4-6-0 5-0-0 2-0-0 NAILED 5x5 NAILED NAILED = NAILED 3x4 = a nn 1743- 3 21 22 4 23 NAILED NAILED NAILED 3x4 = NAILED 5x5 = 24 5 25 26 6 4x6 II 5x8 = NAILED NAILED 3x4 = 4x4 = NAILED 5x8 — 4x6 II NAILED NAILED NAILED 5-0-0 12-M 19-0-0 24-0-0 5-0-D 7-0-0 7-0-0 5-0-0 Plate Offsets (X Y) 12.0-1 12 0-1 81 13:0-2-8 0-2 41 f6:0-2-8 0-2-41 f7:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.1 'Except* 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 2-14,7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=1575/1-0-0, 9=1575/1-0-0 Max Horz 14=275(LC 7) Max Uplift 14=2703(1_C 8), 9=-2703(LC 8) CSI. DEFL. in (loc) Udefl L/d TC 0.94 Vert(LL) 0.50 10-12 >563 240 BC 0.97 Vert(CT) 0.44 10-12 >635 180 WB 0.64 Horz(CT) -0.10 9 n/a n/a Matrix -MS Scale = 1:50.5 PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 2-13, 7-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1960/3445, 3-4=-1710/3235, 4-5=-2553/4839, 5-6=-1710/3237, 6-7=-1961/3447, 2-14=-1529/2596,7-9=-1530/2598 BOT CHORD 13-14=-283/237, 12-13=-4284/2479, 10-12=-4334/2478 WEBS 3-13=-1066/541, 4-13=-994/1770, 5-10=-993/1767, 6-1 0=-1 067/541, 2-13=-2931/1670, 7-10=-2941/1674, 4-12=-465/267, 5-12=-465/267 ' NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2703 lb uplift at joint 14 and 2703 lb uplift at joint 9. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148" x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 111 lb up at 5-0-0, and 293 lb down and 111 lb up at 18-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE 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 verity the applicability of design parameters and properly incorporate this design into the overall Inv It 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 pPssible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' I Truss Truss Type Qty Ply McCoy Residence r T13752067 J35140 F01G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:05 2018 Page 2 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-36Vg9G?33JzhHx2Bkk2VeUcYU8o?b7k9slEcTMzRoJu LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-6=-70, 6-7=-70, 7-8=70, 9-14=20 Concentrated Loads (lb) Vert: 3=-57(F) 6=-57(F) 13=-57(F) 10=-57(F) 21=-57(F) 22=-57(F) 23=-57(F) 24=-57(F) 25=-57(F) 26=-57(F) 27=-19(F) 28=-19(F) 29=-19(F) 30=-19(F) 31=-19(F) 32=-19(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ^ 11 Truss Truss Type Qty Ply McCoy Residence , r T13752068 J35140 F02 HIP 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:06 2018 Page 1 ID:1 oy7xUwgxJ1 K9RIjBTe2FGzxQPi-Xl3CMcOigd5Yu4d01SZkBiBlrXFdKYG14yz90pzRoJt 24-0 5-0-0 9 8-0 14-4-0 19-0-0 24-0-0 2 4-0 5-0-0 4 8-0 4-8-0 4 8-0 5-0-0 4x4 = a — 3x4 = 3x4 = 4x4 = 4 21 22 5 6 3x6 I I 4x8 = 3x4 = 3x4 = 4x8 = 3x6 I I 5-0-0 12-M 19-0-0 24-0-0 _n LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.77 BC 0.56 WB 0.75 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except` 2-14,7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=1234/1-0-0, 9=1234/1-0-0 Max Horz 14=275(LC 7) Max Uplift 14=-1808(LC 8). 9=1808(LC 8) Scale=1:50.5 2 6 I II 0 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.30 10-12 >949 240 MT20 244/190 Vert(CT) 0.25 10-12 >999 180 Horz(CT) -0.06 9 n/a n/a Weight: 143 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1408/1985, 3-4=-1205/1897, 4-5=1785/2737, 5-6=1205/1897, 6-7=-1408/1985, 2-14=-1184/1684, 7-9=-1184/1684 BOT CHORD 13-14=253/192, 12-13=-2276/1736, 10-12=-2340/1736 WEBS 3-13=-614/354, 4-13=-701/945, 4-12=-331/171, 5-12=-331/171, 5-10=-701/944, 6-10=-614/354, 2-13=-1617/1178, 7-1 0=1 620/1.178 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.opsf; h=30ft; B=45ft; L=2411; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1808 lb uplift at joint 14 and 1808 lb uplift at joint 9. 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 14o.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStITPII quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 0 Truss Truss Type City Ply McCoy Residence r T13752069 FJ35140 F02A HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:07 ZU18 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-?Vdaayl KbxDPWECar94zjvhwbxag3?URJcjiYFzRoJs 2.4-0 5-0-0 9 8-0 14-4-0 19-0-0 24-0-0 2 4-0 5-0-0 41 4-8-0 4-8-0 5 0 0 4x4 = 3x4 = 3x4 = 3 17 4 18 5 4x6 = Scale = 1:45.5 IJ - 3x4 - 3x6 II 4x8 = = 3x4 = 4x8 = 3x6 5 0-0 12-0=0 19-0-0 24-0-0 5-0-0 7-0-0 7-0-0 5-0-0 Plate Offsets (X Y)f2:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.31 9-11 >907 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) 0.27 9-11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) -0.07 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 2-13,7-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=1243/1-0-0, 8=1050/1-0-0 Max Harz 13=269(LC 7) Max Uplift 13=-1822(LC 8), 8=1499(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1423/2006, 3-4=-1219/1916, 4-5=-1817/2787, 5-6=1260/1975, 6-7=-1461/2060, 2-13=-1193/1698, 7-8=-1000/1375 BOT CHORD 12-13=-292/139, 11-12=-2546/1762, 9-11=-2619/1773 WEBS 3-12=-669/358, 4-12=-717/1011, 4-11=-293/175, 5-11=-328/167, 5-9=-692/1004, 6-9=-630/357, 2-12=1623/1191, 7-9=-1596/1082 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1822 lb uplift at joint 13 and 1499 lb uplift at joint 8. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' at building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the "iTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply McCoy Residence T13752070 J35140 F03 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. wed Apr 11 12:04:08 2018 Page 1 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-ThBznl2yMELG80nmPlbCG7E7HLwl oSvbYGSG4hzRoJr 5-0-0 9-8-0 14-4-0 19-0-0 24-0-0 50-0 4-8-0 4-8-0 4-8-0 Scale = 1:41.1 6.00 F12 3xl 4x6 = 3x4 = 13 3 3x4 = 4X6 — 4 14 5 12 3x4 = 3x4 = I 3x6 II 4x8 = 4x8 = 3x6 11 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.65 BC 0.57 WB 0.74 Matrix -AS DEFL. in Vert(LL) 0.31 Vert(CT) 0.27 Horz(CT) -0.07 (loc) Udefl Ud 8-10 >904 240 8-10 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 127 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` 1-12,6-7: 2x6 SP No.2 REACTIONS. (lb/size) 12=1059/0-8-0, 7=105911-0-0 Max Horz 12=213(LC 7) Max Uplift 12=-1512(LC 8), 7=-1512(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1476/2081, 2-3=-1274/1995, 34=1848/2827, 4-5=1274/1995, 5-6=1476/2081, 1-12=-1009/1388,6-7=-1009/1388 BOT CHORD 11-12=-308/241, 10-11=-2557/1799, 8-10=-2627/1799 WEBS 2-11=-663/360, 3-11=-708/1010, 3-10=-291/171, 4-10=291/171, 4-8=-708/1009, 5-8=-663/360, 1 -11 =-1 595/1094, 6-8=-1600/1094 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1512 lb uplift at joint 12 and 1512 lb uplift at joint 7. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE 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 � 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence r T13752071 J35140 F04 HIP 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:09 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-xtkL_e2a6YT71YMzza6RoKmJAIGCXvOkmwCpc7zRoJq 5-0-0 9-8-0 14-4-0 19-0-0 23-8-0 5-0-0 4-8-0 4-8-0 4-8-0 4-8-0 3x 4x6 = 6.00 12 3x4 = 13 3 3x4 = 4x6 4 14 5 Scale = 1:40.5 12 7 3x6 I I 4x8 = 3x4 = 3x4 = 3x8 = 3x6 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.64 BC 0.57 WB 0.72 Matrix -AS DEFL. in Vert(LL) 0.31 Vert(CT) 0.27 Horz(CT) -0.07 (loc) I/deft Lid 8-10 >896 240 8-10 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 126 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except* 1-12,6-7: 2x6 SP No.2 REACTIONS. (lb/size) 12=1044/0-8-0, 7=1044/0-8-0 Max Horz 12=222(LC 7) Max Uplift 12=-1490(LC 8), 7=-1491(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1452/2046, 2-3=-1251/1962, 3-4=-1797/2754, 4-5=-1172/1847, 5-6=-1371/1948, 1-1 2=-994/1366, 6-7=-1 002/1386 BOT CHORD 11-12=323/240, 10-11= 2539/1758, 8-10=-2569/1737 WEBS 2-11=-651/351, 3-11=-684/981,3-10=-259/158,4-10=-319/189,4-8=-744/1077, 5-8=-615/330, 1 -11 =-1 566/1073, 6-8=-1583/1070 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1490 Ib uplift at joint 12 and 1491 lb uplift at joint 7. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence , i T13752072 J35140 FLO1 Floor 4 1 Job Reference (optional) East Coast Truss, Ft. fierce, FL 3484b 0-3-8 H , 2-" O.L iv 5 reu IL zu to lvitivn I I IU—j—, uu.. v uryn I 1 iv cvw ray, I ID A oy7xUwgxJ1 K9RIj8Te2FGzxQPi-Q4IjCz3Ctsb_NixgXlegLYJT49Y3GOxu7axNgazRoJp 2-7-0 220� i 2-7-0 Or4 Scale = 1:32.5 1x4 II 3x3 = 3x3 II 3x3 II 3x6 FP = 3x3 = 1x4 II 3x3 = 6x6 — 3 4 5 6 7 8 9 10 11 18 17 16 15 14 13 12 3x3 I 3x8 = 3x6 FP = 3x6 = 3x6 = 3x8 = 3x3 I I LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.69 Vert(LL) -0.24 13-14 >910 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.30 13-14 >721 240 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) -0.04 11 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 113 lb FT = O%F, O%E LUMBER- ' BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=799/0-3-0, 11=799/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1008/0, 3-4=-1004/0, 4-5=-1930/0, 5-6=-1930/0, 6-8=-1930/0, 8-9=-1004/0, 9-11=-1008/0 BOT CHORD 15-17=0/1607, 14-15=0/1930, 13-14=0/1607 WEBS 1-17=0/1211, 4-17=747/0, 4-15=0/543, 11-13=011211, 8-13=-747/0, 8-14=0/543 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Recommend 2x6 slrongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 5) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job It Truss Truss Type Qty Ply McCoy Residence t T73752073 J35140 FL02 Floor 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 0-3-8 H ' 2-4-8 -I 6x6 = 3x3 = 1x4 II 4x4 = 1 2 3 4 d ' N o.z iu5reu is zu io wu i en umuau,ea, nw. v ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-uGs5PJ4ge9jr?sWL479vulsebYtL7oy1 EDhwhOzRoJo 3x3 = 1x4 II 1x4 II 3x6 FP = 1x4 II 3x3 = 3x4 = 5 6 7 8 9 10 11 0 8dale = 1:43.7 6x6 = 4x4 = 1x4 II 3x3 = 12 13 14 15 25 24 23 22 21 20 19 18 17 16 3x3 II 4x8 = 3x6 = 3x8 M18SHS FP = 2x3 II 48 = 3x3 II 3x6 = 1x4 II 3x6 = 0 14-10-0 6- 0-0 25-0-8 0 01_ 14-6-8 2-0-0 8-2-8 0 Plate Offsets (X Y)— 110:0 1 8 Edcel 119.0 1 8 Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.64 Vert(LL) -0.37 20-22 >793 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.85 Vert(CT) -0.51 20-22 >578 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(CT) -0.07 15 n/a n1a BCDL 5.0 Code FBC2017rrPI2014 Matrix-S Weight: 148 lb FT = 0%F, 0%E LUMBER- BRAC ING- TOP CHORD 2x4 SP No.2(flat) `Except* TOP CHORD 6-15: 2x4 SP 285OF 1.8E(flat) BOT CHORD 2x4 SP 285OF 1.8E(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=1077/0-3-0, 15=1077/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-134410, 3-4=-134110, 4-5=-2998/0, 5-7=-2998/0, 7-8=-3564/0, 8-9=-3564/0, 9-10=-328610, 10-11=-2986/0, 11-12=-2986/0, 12-13=1341/0, 13-15=1345/0 BOT CHORD 23-24=0/2299, 22-23=0/3399, 20-22=013286, 19-20=0/3286, 18-19=0/3271, 17-18=012301 WEBS 9-20=-272/5, 10-19=0/571, 1-24=0/1642, 4-24=1209/0, 4-23=01882, 7-23=506/0, 7-22=0/276, 8-22=-299/0, 9-22=-158/567, 15-17=011642, 12-17=121110, 12-18=0/865, 11 -1 8=-1 001474, 10-18=-1379/0 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 10/03/2015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job z Truss Truss Type Qty Ply McCoy Residence r T13752074 J35140 FL03 Floor 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0-3-8 H 1 22-" 6x8 = 3x3 = 1x4 II 4x4 = 1x4 II 3x3 = 1 2 3 4 5 6 6.ziu s t-eD lZ ZUl6 MI I eK mauslrles, Inc. vvea April "I Z:U4:"Iz zu i?i rage i I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-MSQTdf5SPTrjcO5Xeig8QzOkOyFxkEZBTtQTDSzRoJn 1 1110 i 2i-01:0-1 tx4 II 3x3 = 3x6 FP = 1x4 II 4x4 = 1x4 II 4x4 = 7 8 9 10 11 12 13 26 25 24 23 22 21 3x3 I I 4x8 = 3x8 = 3x8 M18SHS FP = 1x4 11 3x6 = 0 'Sbale = 1:49.0 6x8 = 1x4 11 3x3 = 14 15 16 20 19 18 17 4x4 = 3x8 = 4x8 = 3x3 II 0 4-10-0 16-10-0 28-0-8 8 0 0- - 14.6-8 2-0-0 11-2-8 0' 18 Plate Offsets (X Y)— fl:0-3-0 Edael f16.0-3-0 Edael 120.0-1-8 Edael LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Well Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.98 Vert(LL) -0.49 21-22 >678 360 TCDL 10.0 Lumber DOL 1.00 BC 0.76 Vert(CT) -0.67 21-22 >495 240 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(CT) -0.11 16 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except` TOP CHORD 8-16: 2x4 SP 285OF 1.8E(flat) BOT CHORD BOT CHORD 2x4 SP No.1(flat) `Except' 17-23: 2x4 SP 285OF 1.8E(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 1=1209/0-3-0, 16=1209/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-1523/0. 3-4=1520/0, 4-5=-3522/0, 5-6=3522/0, 6-7=-4417/0, 7-9=4417/0, 9-10=-4351/0, 10-11=-4351/0, 11-12=-3518/0, 12-13=-3518/0, 13-14=1522/0, 14-16=1526/0 BOT CHORD 24-25=0/2651, 22-24=0/4093, 21-22=0/4351, 20-21=0/4351, 19-20=0/4098, 18-19=0/2647 WEBS 10-20=-472/0, 1-25=0/1861, 4-25=-1428/0, 4-24=0/1098, 6-24=-720/0, 6-22=0/429, 7-22=-292/14, 9-22=-403/427, 16-18=011865, 13-1 8=-1 419/0, 13-19=0/1099, 11-19=-738/0, 11-20=-30/768 PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 162 lb FT = O%F, 0%E Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Recommend 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mn AAr �- building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Itll iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job < Truss Truss Type Qty Ply McCoy Residence T13752075 J35140 FL04 FLOOR 7 1 ' Job Reference (optional) East Coast Truss, Ft. Pierce, FL s4a4t) 0-1-8 H ' 2 4x8 = 3x6 = 1 x4 11 3x8 = 1 2 3 T 11 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-qe_sq?65AnzZEgfkCQBNzAxvVMXhTkNKhXAI IvzRoJm I"i 2-0-0 i rq 1x4 II 4x4 = 3x4 = 3x6 FP = 1x4 II 1x4 II 1x4 II 4 5 6 7 8 9 10 23 22 21 20 19 16 1/ 3x6 = 4x10 = 3x8 = 4x4 = 3x8 M18SHS FP = 3x8 = 2x3 SP = 3x3 = OT32a le = 1:42.1 6x8 = 3x8 = 1x4 II 3x3 = 11 12 13 14 4x10 = 3x3 II i 11 8 13-2-8 24-5-0 24r88 11-2-8 2-0-0 11-2.8 Plate Offsets (X Y) f1:Edge 0-1 81 f14:0 3 0 Edgel f20:0-1-8 Edgel f24:0-1-8 0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 1.00 Vert(LL) -0.61 19-20 >472 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) -0.84 19-20 >343 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.01 14 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-S Weight: 128 lb FT = O%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD 5-14: 2x4 SP No.1(flat) BOT CHORD BOT CHORD 2x4 SP No. 1(flat) WEBS 2x4 SP No.3(flat) *Except* 1-22,3-22,3-21,6-21,14-16,11-16,11-17,9-17: 2x4 SP No.2(flat) REACTIONS. (lb/size) 23=1055/0-3-8, 14=1060/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1047/0, 1-2=2187/0, 2-3=2187/0, 3-4=-4682/0, 4-6=4682/0, 6-7=5246/0, 7-8=-5246/0, 8-9=5246/0, 9-10=-4663/0, 10-11=-4663/0, 11-12=-2122/0, 12-14=-2126/0 BOT CHORD 21-22=0/3643, 20-21=0/5198, 19-20=0/5246, 17-19=0/5189, 16-17=0/3617 WEBS 7-20=-492/269, 8-19=-429/220, 1-22=0/2338, 3-22=-1610/0, 3-21=011149, 6-21=-716/0, 6-20=-348/628, 14-16=0/2307, 11-16=-1653/0, 11-17=0/1156, 9-17=-707/0, 9-19=-305/581 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Required 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 6) CAUTION, Do not erect truss backwards. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE 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 r�, � 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I t Truss Truss Type Qty Ply McCoy Residence T13752076 L J35140 FL05 FLOOR 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, F L 34948 2-" 1-7-8 I , 20 I :L7 3x4 = 1x4 II 3x4 = 1x4 II 1 3x8 = 2 3 4 5 o.c ivarcu is c�io iw,ion muu�u �'o, ,, w. ..�.. r, „ IDA oy7xUwgxJ1 K9RIj8Te2FG;0i-IrYE2L6jx45QsJEwm7icV0UAtmvOC9vTwBval LzRoJI 0F" Scale = 1:30.8 3x4 = 1x4 I 3x6 FP = 1x4 II 3x3 = 6x8 — 6 7 8 9 10 11 19 18 17 16 15 14 3x3 II 3x10 = 1x4 11 3x8 M18SHS FP = 3x6 = 3x3 = 13 12 3xl0 = 3x3 II 4-7-8 5-7-8 6-7-8 17-10-0 18-1,8 4-7-8 1-0-0 1-0-0 11-2-8 0-3-§ Plate Offsets (X Y)13:0 1 8 Edoel 111:0-3-0 Edoel LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Vert(LL) -0.33 14-16 >642 360 TCDL 10.0 Lumber DOL 1.00 BC 0.83 Vert(CT) -0.45 14-16 >467 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) -0.02 11 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 95 lb FT = O%F, 0%E TOP CHORD 2x4 SP No.2(flat) 'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1-7: 2x4 SP 285OF 1.8E(flat) except end verticals. BOT CHORD 2x4 SP 285OF 1.8E(flat) 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 12-15: 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 19=773/Mechanical, 11=773/0-3-0 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-19=-752/0, 1-2=-1445/0, 2-3=-1445/0, 3-4=-2384/0, 4-5=-2384/0, 5-6=-2830/0, 6-8=2830/0, 8-9=-1486/0, 9-11=-1490/0 BOT CHORD 17-18=0/2384, 16-17=0/2384, 14-16=0/2687, 13-14=0/2381 WEBS 4-16=0/495, 1-18=011584, 3-18=-1191/0, 11-13=0/1616, 8-13=-989/0, 8-14=0/496, 5-14=-129/250, 5-16=-739/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (D.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 7) CAUTION, Do not erect truss backwards. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cut 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 611I-7473 rev. 10/03/2015 BEFORE USE. �� Design valid for use only with MtTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall � p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII1`PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' I Truss Truss Type Qty Ply McCoy Residence T13752077 J35140 FTG01 FLOOR GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 tr.z1U s I-eD 'IZ ZU'IG Mi I eK InDU51fie5, trio. vveu MPI I I IL:U9: IU ZV 10 rdye I ID:1oy7xUwgxJ1K9RIj8Te2FGzxQPi-ml6cFh7LiODHTTp6JrDr2b01 AE3xazd9rf8gnzRoJk 0-3-8 1-8-2 1-6-7 , 1-8-1 1-11-11 , , 1-11-11 , , 2-0-0 , , 2-2-12 , 2.6-0 2-6-0 , 2-9-8 H r� �� ,���1 kale = 1:40.7 5x8 = 3x8 = 4x4 = 1 2 3 44x8 = 1x4 I 5x10 = 3x4 = 1x4 II 3x4 = 1x4 II 4x10 = 5 6 7 8 9 10 11 I9 v 3x8 II 3x8 = 3x8 = 6x8 = 7x16 M18SHS = 1x4 II 1x4 II 3x8 = 3x12 = 5x5 II Special 3x8 M18SHS = 6-4-8 i 11-2-8 12-2-8 13-�-8 21-3-12 24-8-8 6-4-8 4-10-0 1-0-0 1-0-0 8-14 34-12 Plate Offsets (X Y)— 11:0-2-12 0-2-121 12:0-3-8 0-1-81 16:0-5-0 0-3-01 112:0-2-6 0-0-121 113:0-2-8,0-1-81.118:0-840 0-341,120:0-3-8,0-1-81,f21:0-3-8,0-1-81 LOADING (psf) SPACING- 1-7-3 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.81 Vert(LL) -0.72 17-18 >401 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.86 Vert(CT). -0.99 17-18 >293 240 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.85 Horz(CT) 0.09 12 n/a TIM BCDL 5.0 Code FBC2017rrP12014 Matrix -MS Weight: 370 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins, BOT CHORD 2x4 SP 285OF 1.8E *Except* except end verticals. 18-22: 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 `Except* 1-22,11-12,4-19: 2x8 SP No.2, 3-19,1-21,2-20: 2x4 SP No.2 REACTIONS. (lb/size) 22=4067/0-3-8, 12=1917/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22=-3316/0, 11-12=-1837/0, 1-2=7688/0, 2-3=-14179/0, 3-4=-19087/0, 4-5=-18204/0, 5-6=-18275/0, 6-7=-15756/0, 7-8=-12173/0, 8-9=12173/0, 9-10=-5346/0, 10-11=5346/0 BOT CHORD 21-22=0/873, 20-21=0r7688, 19-20=0114179, 18-19=0/19076, 17-18=0/16004, 16-17=0/15756, 14-16=0115756, 13-14=0/9153, 12-13=01273 WEBS 4-19=0/571, 6-17=-956/0, 7-16=0/887, 3-19=0/5386, 6-18=013170, 5-18=-572/0, 4-18=-1235/0, 11-13=0/5329, 9-13=4092/0, 9-14=013245, 8-14=0/280, 7-14=-4325/0, 2-21=-3392/0, 3-20=-2476/0, 1-21=0/7476, 2-20=0/7330 NOTES- 1) The concentrated load at 19 must be equally distributed to each ply of the truss. 2) 3-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Unbalanced floor live loads have been considered for this design. 5) All plates are MT20 plates unless otherwise indicated. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) Refer to girder(s) for truss to truss connections. 8) Girder carries tie-in span(s): 7-3-0 from 0-0-0 to 6-4-8 9) Required 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 10) CAUTION, Do not erect truss backwards. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2942 lb down at 6-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard Joaquin Velez PE No.68182 Mi rek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 rA WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T13752077 J35140 FTG01 FLOOR GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 19-22=-160(F=-152), 12-19=-B, 1-11=80 Concentrated Loads (lb) Vert: 19=-2942(B) t3.zlu s FeD iz ZUId Nil I eK IndusAles, Inc. vveu Apr i i icvy: iu tv,o rays c ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-m16cFh7LiODHTTp6JrDr2b01 AE3xazdM8gnzRoJk AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE 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 p��-��•YYY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing pppIVI iT@k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence T13752078 J35140 FTG02 FLOOR GIRDER 1 3 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4x8 = 5x6 II HHUS48 6 7 HHUS48 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.25 TCDL 10.0 Lumber DOL 1.00 BC 0.44 BCLL 0.0 Rep Stress Incr NO WB 0.51 BCDL 5.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 WEBS 2x4 SP No.3 *Except* 1-6,3-4: 2x8 SP No.2 REACTIONS. (lb/size) 6=2950/Mechanical, 4=3192/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-1080/0, 3-4=-1074/0, 1-2=-4490/0, 2-3=-4490/0 BOT CHORD 5-6=0/1406, 4-5=0/1427 WEBS 1-5=0/3192, 3-5=0/3169 8.z1U s Feb 12 2018 MI I etc Indusirles, Inc. vied Apt i t rc.U4, iu cu 10 rage 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-EDf S18zTiL85dOJtYk4bpZcQZhwg7WmNVOhMDzRoJj 21x4 II HHUS48 4x8 = 5 HHUS48 10 4x8 = 5x6 11 Scale = 1:13.5 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.04 5 >999 360 MT20 244/190 Vert(CT) -0.06 5 >999 240 Horz(CT) 0.00 4 n/a n/a Weight: 135 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 3-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x8 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. Bottom, chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Refer to girder(s) for truss to truss connections. 5) Girder carries tie-in span(s): 14-7-0 from 0-0-0 to 7-3-0 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Use Simpson Strong -Tie HHUS48 (22-10d Girder, 8-10d Truss, Single Ply Girder) or equivalent spaced at 1-7-3 oc max. starting at 1-5-14 from the left end to 6-3-7 to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 4-6=-364(F=-354), 1-3=-100 Concentrated Loads (lb) Vert: 7=-765(F) 8=-765(F) 9=765(F) 10=-765(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek0 connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence t T13752079 J35140 G01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MTek Industries, Inc. wed Apr 11 12:04:1 f 2018 rage 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-iQDMgN9bE?TJnzVRGGJ705g_zvl PXAwc98EugzRoJi 4-10-1 9-4-11 14-115 19-5-15 24-4-0 4-10-1 4-6-9 5-6-10 45-9 4-10-1 4x8 = 4x4 = Scale = 1:44.4 IN 13 HUS26 .G HUS26 HUS26 HUS26 V HUS26 HUS26 t 4x10 M18SHS 11 6x6 = 6x6 = 5x6 = 6x6 = 4x10 M18SHS II HUS26 HUS26 HUS26 6x8 = HUS26 4 10 1 9-4-11 14-11-5 19-5-15 24-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.25 9-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.23 9-11 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.67 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 327 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' BOT CHORD 1-13,6-7: 2x8 SP No.2, 1-12,6-8: 2x4 SP No.2 REACTIONS. (lb/size) 13=5747/0-8-0, 7=5385/0-8-0 Max Horz 13=315(LC 24) Max Uplift 13=4209(LC 8), 7=-3582(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=7755/5762, 2-3=-6805/5341, 3-4=-5982/4601, 4-5=6687/4998, 5-6=7408/5070, 1-13=-4803/3607, 6-7=4610/3204 BOT CHORD 12-13=-848/1128, 11-12=-4968/6864, 9-11=4452/6092, 8-9=-4350/6554, 7-8=-545/898 WEBS 2-12=-522/753, 2-11 =-1 045/721, 3-11 =-2347/2791, 3-9=-259/628,4-9=-1867/2613, 5-9=843/345, 5-8=-176/674, 1-12=-4338/5958, 6-8=-3883/5772 Structural wood sheathing directly applied or 4-3-9 oc purlins, except end verticals. Rigid ceiling directly applied or 7-0-1 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4209 lb uplift at joint 13 and 3582 lb uplift at joint 7. 11) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-1-8 oc max. starting at 1-8-12 from the left end to 18-7-4 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 724 lb down and 365 lb up at 20-7-4, and 724 lb down and 365 lb up at 22-7-4 on bottom chord. The design/selection of such connection device(s) is the Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T13752079 J35140 G01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.210 s Feb 1z zults Mt I eK Inaustnes, Inc. vvea Apr r1 1z:uq:1 f zu to rage z ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-iQDMgN9bE?T_jnzVRGGJ705g_zvIPXAwc98EugzRoJi LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 7-13=-20 Concentrated Loads (lb) Vert:9=-730(F) 14=-803(F) 15=-789(F) 16=-789(F) 17=-789(F) 18=-730(F) 19=-730(F) 20=-730(F) 21=-730(F) 22=-730(F) 23=-724 24=-724 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE 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 �Ma• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV �iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence T13752080 J35140 G02G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 Mil eK Industries, Inc. vvea Apr i i 12:04:1 u 2ui8 rage 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Bcnitj9D?JbrKxYh?znYgEenLNH28xl3rptoR6zRoJh 2 4-0 3-8-12 7-2-0 12-2-0 17-2-0 20-7.4 24-4-0 26 8-0 2-4-0 3-8-12 3-5-4 5-0-0 5-0-0 3-5 4 3-8-12 2 4-0 2x4 1 o 44 = 3x8 = 4x4 = 21 5 22 6 7x6 = 7x10 = 1x4 II 3x8 = 5x5 = HUS26 Scale = 1:51.1 7-2-0 12-2-0 17-2-0 24.4-0 7-2-0 5 0-0 7-2-0 Plate Offsets(X Y) f10:0-2-4 0-3-01 f13:0-4-12 0-3-41 f14:0-3-0 0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.20 12-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.20 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.87 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 162 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-7 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 13-14: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-4-8 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 3-14 2-14,8-10: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 14=2245/0-8-0, 10=1657/0-8-0 Max Horz 14=326(LC 7) Max Uplift 14=-2033(LC 8j, 10=-1493(LC 8) Max Grav 14=2272(LC 29), 10=1657(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-273/263, 3-4=-3147/2683, 4-5=-2794/2469, 5-6=-1841/1652, 6-7=-2070/1752, 2-14=-431/515, 8-10=-363/464 BOT CHORD 13-14=-1753/2630, 12-13=-1789/2661, 11-12=-1789/2661, 10-11=1011/1610 WEBS 3-13=-382/514, 4-13=-905/1141, 5-13=865/881, 5-11=-1085/881, 6-11=-488/649, 7-11=-235/347, 3-14=-2860/2477, 7-1O=2012/1692 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2033 lb uplift at joint 14 and 1493 lb uplift at joint 10. 8) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-1 Od Truss, Single Ply Girder) or equivalent at 6-11-4 from the left end to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) 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 Cert 6634 LOAD CASE(S) Standard 6904 Parke East Blvd. Tampa FL 33610 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Date: April 12,2018 in WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 1010312015 BEFORE 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 my building design. Bracing indicated is io 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 guidanceregarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752080 J35140 G02G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ti.zlu s t-eD iz zuits ant I eK mausines, Inc. vvea Apr i i iz:uv: to zu to rage z ID:1oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Bcnitj9D?JbrKxYh?znYgEenLNH28xl3rptoR6zRoJh LOAD CASE(S) Standard Uniform Loads (plo Vert: 1-2=70, 2-4=-70, 4-6=-70, 6-8=70, 8-9=-70, 10-14=20 Concentrated Loads (Ib) Vert: 13=-1403(B) AwARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence - , T13752081 J35140 H01G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2u18 Mt I eK Inausines, inc. vvea Apr i i tc:04:20 wta rage i ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-7?vVIOBUXwsZaEi46Op01fj6rB?JcuJM17MvV?zRoJf -2,11 3-7-12 7-0-0 10-0-0 13-6 4 17-4-0 19-8-0 2-4-0 3-7-12 3-4 4 3-4-0 3-4.4 3-7-12 2-4-0 2x4 NAILED 44 = NAILED NAILED 4x8 = 19 5 12 5x5 = NAILED 3x8 = 3x4 = 5x5 = Scale = 1:38.7 7-0-0 10-4-0 174-0 7-0-0 3-4-0 7-0-0 Plate Offsets (X Y)— 15:0-5-4 0-2-01 19:0-2-4 0-3-01 112:0-2-4 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.09 10-11 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.15 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.65 Horz(CT) 0.04 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 118 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-0-2 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 5-3-5 oc bracing. 2-12,7-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1457/0-8-0, 9=1457/0-8-0 Max Horz 12=-324(LC 23) Max Uplift 12=-1530(LC 8), 9=-1530(LC 8) Max Grav 12=1589(LC 29), 9=1589(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=1977/1814, 4-5=-1752/1699, 5-6=1976/1814, 2-12=358/465, 7-9=357/465 BOT CHORD 11-12=1133/1702, 10-11=-1249/1833, 9-10=-105811553 WEBS 3-11=-427/500, 4-11=-190/416, 5-10=-190/447, 6-10=-428/499, 3-12=-1887/1738, 6-9=-1886/1738 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1530 lb uplift at joint 12 and 1530 lb uplift at joint 9. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 474 lb down and 334 lb up at 7-0-0, and 474 lb down and 334 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-4=-70, 4-5=-70, 5-7=-70, 7-8=-70, 9-12=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T13752081 J35140 H01G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MI I eK Inaustnes, Inc. vve0 Apr 11 12:U4:2U LU18 rage 2 I D:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-7?vVIOBUXwsZaEi46OpOlrj6rB?JcuJM17MvV?zRoJf LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-172(F) 5=-172(F) 11=-243(F) 10=-243(F) 19=172(F) 20=-45(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. �e Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �y�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall !p•'A�•iYiiii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t 16 Truss Truss Type Qty Ply McCoy Residence t T13752082 J35140 H02 COMMON 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:20 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-7?vVIOBUXwsZaEi46Op01fj8JB_ecyXMl7MvV?zRoJf -2.4-0 4-5-12 8 8-0 12-104 174-0 19.8-0 2-4-0 4-5-12 4-2.4 4-24 4-5-12 24-0 0 2x4 1 S 4x4 = 10 5x5 = 6 3x8 = 5x5 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-10,6-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=934/0-8-0, 8=934/0-8-0 Max Horz 10=364(LC 6) Max Uplift 10=877(LC 8), 8=-877(LC 8) 8.8-0 174-0 8-8-0 8-8-0 CSI. DEFL. in (loc) I/defl L/d TC 0.77 Vert(LL) -0.09 8-9 >999 240 BC 0.64 Vert(CT) -0.18 8-9 >999 180 WB 0.44 Horz(CT) 0.02 8 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-756/650, 4-5=-756/650, 2-10=364/464, 6-8=-363/464 BOT CHORD 9-10=-252/846, 8-9=252/713 WEBS 4-9=-248/388, 5-9=-205/264, 3-9=-204/264, 3-10=-860/735, 5-8=-860/735 Scale = 1:38.0 !x4 II i�2 d PLATES GRIP MT20 244/190 Weight: 111 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 877 lb uplift at joint 10 and 877 lb uplift at joint 8. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 Not 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANStITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' • Truss Truss Type Qty Ply McCoy Residence t T13752083 J35140 H03 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2016 MI I eK Industries, Inc. Wed Apr 11 12:04:27 20i8 rage i I DA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-bBTtWkC61 E_QBOHGg5KFIsGJ3aKoLOcVXn6S 1 RzRoJe 4-5-12 8-8-0 12-10-4 11 4-0 19-8-0 4-5-12 4-2-4 4-2-4 4-5-12 2.4 4x4 = 2x4 Scale = 1:35.0 1 2x4 I I 6 Io a ee R e 8 ee o e e 9 5x5 = 3x8 = 7 5x5 = 8-8-0 17-4-0 8-8-0 8-841 Plate Offsets (X Y)— 17:0-2-4 0-3-01 19:0-2-4 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.09 7-8 >999 240 _ MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.18 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 103 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* 1-9,5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=746/0-8-0, 7=947/0-8-0 Max Horz 9=-358(LC 6) Max Uplift 9=562(LC 8), 7=-895(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=301/255, 2-3=781/685, 3-4=-779/683, 1-9=-259/253, 5-7=-363/464 BOT CHORD 6-9=-336/899, 7-8=-277/731 WEBS 3-8=-285/399, 4-8=-203/260, 2-8=-246/332, 2-9=-736/560, 4-7=-881/765 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ff; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 562 lb uplift at joint 9 and 895 lb uplift at joint 7. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE 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 ��• 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0 Truss Truss Type Qty Ply McCoy Residence T13752084 J35140 H04 Common 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 "GU18 MI I eK Industries, inc. Wed Apr i I 12;04:22 20 is rage i IDA oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-3N 1 Fj4Dk3Y6HpYrSEprUg4pas_kL4srfmRr?atzRoJd 3-7-11 8-M 13-8-5 174-0 3-7-11 5-0-5 5-M 3-7-11 0 2x4 4x4 = Scale=1:34.4 9 5x5 = 3x4 = 3x4 = 6 5x5 = 530 12-1-0 17-4-0 5-3-0 6-10-0 Plate Offsets (X Y1— 16:0-2 4 0 2 121 19:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 5-6: 2x6 SP No.2 REACTIONS. (lb/size) 9=823/Mechanical, 6=823/0-8-0 Max Horz 9=303(LC 7) Max Uplift 9=524(LC 8), 6=-523(LC 8) CSI. DEFL. in (loc) I/deft Ud TC 0.38 Vert(LL) -0.05 7-8 >999 240 BC 0.44 Vert(CT) -0.12 7-8 >999 180 WE 0.39 Horz(CT) 0.02 6 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1044/792, 3-4=-1034/786 BOT CHORD 8-9=488/1002, 7-8=-200/734, 6-7=-477/893 WEBS 3-7=-227/305, 4-7=158/276, 3-8=-237/318, 2-8=-169/287, 2-9=-1037/591, 4-6=-1026/585 PLATES GRIP MT20 244/190 Weight: 96 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed fora 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 capable of withstanding 524 lb uplift at joint 9 and 523 lb uplift at joint 6. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 10=60 11=-60 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE 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 i 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply McCoy Residence T13752085 J35140 H05 Common 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. wed Apr 11 IZ:04ZJ Zuld rage 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-XabexQDMprE8RiQfnWMjNHLIZ04cpKDo_5bZ6KzRoJc 3-7-11 8-8-0 135-1 16-11-8 3-7-11 5-0-5 4-9-1 3-6-7 2x4 N 4x4 = 3X4- 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 TCDL 15.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr NO WB 0.38 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=809/Mechanical, 6=81110-3-8 Max Horz 9=311(LC 7) Max Uplift 9=515(LC 8), 6=-512(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1021/778, 3-4=-983/765 BOT CHORD 8-9=-481/986, 7-8=-187/714, 6-7=-423/830 WEBS 2-8=-174/292, 3-8=-242/323, 3-7=-216/281, 2-9=-1017/579, 4-6=-1001/549 Scale=1:34.2 1i DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.05 7-8 >999 240 MT20 244/190 Vert(CT) -0.12 7-8 >999 180 Horz(CT) 0.02 6 n/a n/a Weight: 94 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 516 lb uplift at joint 9 and 512 lb uplift at joint 6. 8) Load case(s) 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, 17, 18, 19, 20 has/have been modified. Building designer must review loads to verify that they are correct for the intended use of this truss. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 10=-60 11=-60 2) Dead + 0.75 Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-60, 6-9=-20 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 MiTek" 6904 Parke East Blvd. Tampa, FL 36610 Job .4 Truss Truss Type Qty Ply McCoy Residence T13752085 J35140 H05 Common 3 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.zIu s t-eD lz zUlt1 MI I eK moustries, Inc. vied Apr i i icvy:co cu to rage c ID:1 oy7xUwgxJ 1 K9RIj6Te2FGzxQPi-XabexO DMprE8RiQfnWMjNHLIZ04cpKDo_5bZ6KzRoJc LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 10=60 11=-60 3) Dead + Uninhabitable Attic Without Storage: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-30, 6-9=-40 Concentrated Loads (lb) Vert: 10=-60 11=-60 4) Dead + 0.6 MWFRS Wind (Pos. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=30, 3-5=43, 6-9=-6 Horz: 1-3=-48, 3-5=61, 1-9=44, 5-6=53 Concentrated Loads (lb) Vert: 10=-60 11=-60 5) Dead + 0.6 MWFRS Wind (Pos. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=43, 3-5=30, 6-9=6 Horz: 1-3=-61, 3-5=48, 1-9=-53, 5.6=44 Concentrated Loads (lb) Vert: 10=60 11=-60 6) Dead + 0.6 MWFRS Wind (Neg. Internal) Left: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-50, 3-5=-1, 6-9=-20 Horz: 1-3=20, 3-5=29, 1-9=75, 5-6=21 Concentrated Loads (lb) Vert: 10=60 11=-60 7) Dead + 0.6 MWFRS Wind (Neg. Internal) Right: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-1, 3-5=-50, 6-9=-20 Horz: 1-3=-29, 3-5=-20, 1-9=-21, 5-6=-75 Concentrated Loads (lb) Vert: 10=60 11=-60 8) Dead + 0.6 MWFRS Wind (Pos. Internal) 1 st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=75, 3-5=75, 6-9=6 Horz: 1-3=-93, 3-5=93, 1-9=-68, 5-6=68 Concentrated Loads (lb) Vert: 10=-60 11=-60 9) Dead + 0.6 MWFRS Wind (Pos. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=40, 3-5=40, 6-9=-6 Horz: 1-3=-58, 3-5=58, 1-9=68, 5-6=68 Concentrated Loads (lb) Vert: 10=-60 11=-60 10) Dead + 0.6 MWFRS Wind (Neg. Internal) 1st Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=32, 3-5=-32, 6-9=-20 Horz: 1-3=2, 3-5=2, 1-9=-36, 5-6=36 Concentrated Loads (lb) Vert: 10=60 11=-60 11) Dead + 0.6 MWFRS Wind (Neg. Internal) 2nd Parallel: Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-32, 3-5=-32, 6-9=-20 Horz: 1-3=2, 3-5=-2, 1-9=-36, 5-6=36 Concentrated Loads (lb) Vert: 10=-60 11=-60 12) Dead: Lumber Increase=0.90, Plate Increase=0.90 Pit. metal=0.90 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 10=-60 11=-60 13) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Left): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-75, 3-5=-38, 6-9=20 Horz: 1-3=15, 3-5=22, 1-9=57, 5-6=16 Concentrated Loads (lb) Vert: 10=-60 11=-60 14) Dead +0.75 Roof Live (bal.) +0.75(0.6 MWFRS Wind (Neg. Int) Right): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=38, 3-5=-75, 6-9=20 Horz: 1-3=-22, 3-5=-15, 1-9=-16, 5-6=-57 Concentrated Loads (lb) Vert: 10=-60 11=-60 15) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 1 st Parallel): Lumber Increase=1.60, Plate Increase=1.60 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component ' 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply McCoy Residence ' A T13752085 J35140 H05 Common 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 a.ziu s t-el) iz zults mi I etc mousmes, Inc. vved tApr i i i2:64:23 26 i8 rdye o ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-XabexQDMprE8RiQfnWMjNHLIZ04cpKDo_5bZ6KzRoJc LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=62, 3-5=-62, 6-9=-20 Horz: 1-3=2, 3-5=-2, 1-9=-27, 5-6=27 Concentrated Loads (lb) Vert:10=-60 11=-60 16) Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) 2nd Parallel): Lumber Increase=1.60, Plate Increase=1.60 Uniform Loads (plf) Vert: 1-3=-62, 3-5=-62, 6-9=-20 Horz: 1-3=2, 3-5=-2, 1-9=-27, 5-6=27 Concentrated Loads (lb) Vert: 10=-60 11=-60 17) 1 st Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 10=-60 11=-60 18) 2nd Dead + Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-30, 3-5=-70, 6-9=-20 Concentrated Loads (lb) Vert: 10=-60 11=-60 19) 3rd Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-60, 3-5=-30, 6-9=20 Concentrated Loads (lb) Vert: 10=-60 11=60 20) 4th Dead + 0.75 Roof Live (unbalanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=30, 3-5=-60, 6-9=20 Concentrated Loads (lb) Vert: 10=-60 11=60 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Not building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job * Truss Truss Type City Ply McCoy Residence T13752086 J35140 H06 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:23 2018 Page 1 I D A oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-XabexQDMprE8RiQfnWMjNHLhFO4ypHoo_5bZ6KzRoJc 8-2-0 3-11-0 4-10-8 5x6 = 5x6 = 1 6.00 112 11 2 10 3x4 = 3x8 = 7 3x6 11 3x6 10-4-0 12-1-0 Scale=1:34.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.14 8-9 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.54 Horz(CT) -0.01 7 TIM n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 110 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-2: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-10: 2x4 SP No.2 REACTIONS. (lb/size) 10=750/Mechanical, 7=750/0-3-8 Max Horz 10=-539(LC 4) Max Uplift 10=-765(LC 4), 7=-692(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-707/748, 1-2=-469/498, 2-3=-756/717, 3-5=-581/525, 5-6=-686/624, 6-7=-713/686 BOT CHORD 9-10=-380/372, 8-9=-692/662 WEBS 1-9=-526/630, 2-9=-404/537, 4-8=-542/561, 4-5=-433/495, 6-8=-749/865 NOTES- 1)'Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 765 lb uplift at joint 10 and 692 lb uplift at joint 7. 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. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 MiTek* �* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing { iTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the VI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL. 36610 Job A Truss Truss Type Qty Ply McCoy Residence T13752087 J35140 H07 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5-10-0 6.00 12 5x5 = 4x4 11 2 12 5x5 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-?m808mE_a9M?2s?rLEu 5-4-0 4-10-8 11 3x4 = 8 5x5 = 3x8 — 3x6 II 5-0-0 9-5-0 1 12-1-0 1 16-11-8 11 12:04:24 2018 Page 1 Scale = 1:38.6 LOADING (pso SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.11 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.18 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 127 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=750/0-3-8, 11=750/Mechanical Max Horz 11=-585(LC 6) Max Uplift 8=-724(LC 5), 11=-715(LC 4) Max Grav 8=765(LC 13), 11=813(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-339/307, 2-3=-498/536, 34=-714/667, 4-6=-558/490, 6-7=-657/589, 7-8=-729/711, 1-11=-327/256 BOT CHORD 10-11=-386/381, 9-10=-653/656 WEBS 2-10=-517/693, 3-10=402/511, 3-9=-260/233, 5-9=-568/630, 5-6=-445/541, 7-9=-755/865, 2-11=-887/1043 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 724 lb uplift at joint 8 and 715 lb uplift at joint 11. 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. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This 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 design parameters and properly incorporate this design into the overall Not 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 21lt N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence T13752088 J35140 HOB Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:25 2018 rage 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-TyiOL6FcLTUsg?a 1 vxPBSiR?yCo9H7m5SP4fACzRoJa i 2-0-0 5-8-0 7-5-8 11-0-8 16-7-8 16111-8 2-0-0 11-0 1-9 8 3-7-0 5-7-0 014-0 6.00 12 5x5 = 5x5 = 3x4 5x5 = 10 3x8 = 3x4 = 2x4 II i 2-0� 5-8-0 12-0-8 i 16-7-8 16.11.8 2-0-0 3-8-0 6A-8 4-7-0 0-b LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.08 9-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) -0.07 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) -0.06 13 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=750/Mechanical, 13=724/0-3-8 Max Horz 11=-520(LC 6) Max Uplift 11=-619(LC 4), 13=-727(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-323/319, 2-3=483/540, 3-4=464/438, 4-6=505/491, 6-7=-533/522, 1-11=-260/269 BOT CHORD 10-11=354/336, 9-10=-617/576, WEBS 5-9=-419/570, 5-6=-457/594, 7-9=-693/703, 2-11=-685/735, 3-10=-307/366, 2-10=-487/566, 7-13=-727/730 Scale = 1:41.1 PLATES GRIP MT20 244/190 Weight: 138 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 13 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 619 lb uplift at joint 11 and 727 lb uplift at joint 13. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 my 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence I T13752089 J35140 H09 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:26 2018 Page 1 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-y9GmZSGF6mcj199ETfwQ_wzEOb6ROaPEh3pDjezRoJz 6-1-0 11-10-8 16-7-8 160 -8 6-1-0 5-9-8 4-9-0 0:4-0 4x6 = m 5x8 = 3x6 = 4x4 3x6 11 4x4 = 3x8 = 2x4 I 6-1-0 11-10-8 6- -8 16 1 -8 6-1-0 5-9-8 4-9-0 0-4- Scale = 1:41.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl 'Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.06 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.08 10 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 115 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=750/Mechanical, 10=724/0-3-8 Max Horz 8=487(LC 5) Max Uplift 8=-452(LC 8), 10=-675(LC 8) Max Grav 8=760(LC 13), 10=738(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-988/565, 2-3=-547/347, 3-4=-415/407, 1-8=-702/466 BOT CHORD 7-8=-619/358, 6-7=-778/917 WEBS 2-6=-560/589, 3-6=-165/251. 4-6=-641/681, 1-7=-161/622, 4-10=-739/677 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 8 and 675 lb uplift at joint 10. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 & WgARNING - Verify cl-ign par rneters and READ NOTE ON THIS AND INpCLUDgEDMITEK REFERENCE PAGE PIr-7473 rev. 10103120p15 BEFORE USE. �: i Design valid for use onlywith MiTek® connectors. This design is based onlyupon parameters shown, and is for an individual buildingcomponent, not a truss system. Before use, the buildingdesigner must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IYI iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trusssystems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply McCoy Residence T13752090 J35140 H10 Half Hip 1 1 Job Reference (optional) East Coast Truss, FL Pierce, FL 34946 8.210 s Feb 12 2U18 Mi I eK Industries, Inc. Vvea Apr 11 iz:04:27 20i8 rage 1 I DA oy7xUwgxJ1 K9Rlj8Te2FGzxQPj-QLg8mnGtt4kawJkQOM RfX7 WNt?Q61?_OvjZmF5zRoJY 7-1-0 13-9-0 _, 16-7 8 16r11-8 r 7-1-0 6-8-0 2-10.8 04-0 4x6 = 5xB = 1E 5x5 8 7 6 5 3x6 II 4x4 = 3x8 = 2x4 II 3x6 = 3x6 = 10 7-1-0 13-9-0 16-7-8 16111-8 7-1-0 6-8-0 ' 2-10-8 0:4-b scale = 1:47.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.05 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.10 7-8 >999 180 BCLL 0.0 Rep Stress Igcr YES WB 0.91 Horz(CT) -0.06 10 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=750/Mechanical, 10=72410-3-8 Max Horz 8=570(LC 8) Max Uplift 8=-414(LC 8), 10=-713(LC 8) Max Grav 8=760(LC 13), 10=763(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=973/475, 2-3=406/182, 3-4=-270/271, 1-8=693/432 BOT CHORD 7-8=-760/439, 6-7=760/897 WEBS 2-6=-706/726, 3-6=-236/308, 4-6=-717/750, 1-7=0/541, 4-10=-764/714 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft;.B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 414 lb uplift at joint 8 and 713 lb uplift at joint 10. 10) 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mirek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence r t T13752091 J35140 H11 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:28 2018 Page 1 ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-uXOX_7HVeOsRXTJca4yu4L3VFPj9000X8NIKnXzRoJX 16-11-8 8.1-0 15-10.8 113-7-$ 8-1-0 7-9-8 11-9-00,,, 3x4 = sx64-of l Scale = 1:53.0 5x5 7 b o 3x4 = 4x4 = US = 8-1-0 16-7-8 16111-8 8-1-0 8-6-8 04-0 Plate Offsets (X.Y)— f1:Edge.0-1-121, f3:0-2-0,0-2-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=750/Mechanical, 9=724/0-3-8 Max Horz 7=669(LC 8) Max Uplift 7=-365(LC 8), 9=-762(LC 8) Max Grav 7=755(LC 13), 9=797(LC 13) CSI. DEFL. in (loc) I/deft Ud TC 0.84 Vert(LL) -0.12 5-6 >999 240 BC 0.67 Vert(CT) -0.24 5-6 >839 180 WB 0.77 Horz(CT) -0.14 9 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-954/362, 1-7=681/384, 5-8=-442/539, 4-8=-442/539 BOT CHORD 6-7=-907/515, 5-6=737/874 WEBS 2-6=0/323, 2-5=-904/915, 1-6=0/441, 4-9=-798/764 US = PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-5, 4-9 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 365 lb uplift at joint 7 and 762 lb uplift at joint 9. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez.PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ii�•YY■■ 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I ' Truss Truss Type Qty Ply McCoy Residence T13752092 ' 0 J35140 H12 Monopitch 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:28 2018 Page 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-uXOX_7HVeOsRXTJca4yu4L3avPkhUY2X8NIKnXzRoJX 5-8-13 11-2-3 16-11-0 5-8-13 5-5-5 5-8-13 3x4 4x6 = 4 7 3x6 = 3x4 = 3x6 = 3x6 = Scale = 1:53.7 85-8 8-5-8 16-11-0 8-5-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.25 5-6 >801 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.09 9 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 117 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 3-5, 4-9 1-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=744/0-8-0, 9=718/0-3-8 Max Horz 7=694(LC 8) Max Uplift 7=345(LC 8), 9=-774(LC 8) Max Grav 7=775(LC 13), 9=865(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=370/346, 2-3=-829/355, 5-8=-570/705, 4-8=570/705, 1-7=-330/333 BOT CHORD 6-7=-850/956, 5-6=-405/565 WEBS 2-6=307/494, 3-6=-366/522, 3-5=-771/765, 2-7=-670/61, 4-9=-866/775 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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) 9 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 platecapableof withstanding 345 lb uplift at joint 7 and 774 lb uplift at joint 9. 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 Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job' ' Truss Truss Type City Ply MCCoy Residence ' , T13752093 J35140 H13 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:29 2018 Page 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-MjyvBTl7Ph—H9dup8nT7cYbgQpliDy2hN12tKzzRoJW -2-4.0 i 2-8-0 i 7-8-0 i 14-8-0 15L0 0 16-11-0 2-4� 2-&0 5.0-0 7-0-0 0-4-b 1-11.0 ' 2x4 N V 3x6� 11 3x4 = 4x4 = 6x8 M18SHS 11 3x4 = 3x6 = Scale = 1:52.9 4x8 — ll� i 210 7-8-0 i 14-8-0 1Oro 16-11-0 5-0-0 7-0-0 0.4- Plate Offsets (X Y)— f2:0-3-13 0-1-31 f6:0-3-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.39 7-8 >514 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.38 7-8 >525 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.74 Horz(CT) -0.11 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 116 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. 9-11: 2x4 SP No.3 WEBS 1 Row at midpt 3-7, 5-17 WEBS 2x4 SP No.3 `Except* 5-6: 2x4 SP No.2, 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=952/0-8-0, 17=708/0-3-8 Max Horz 12=875(LC 8) Max Uplift 12=-704(LC 8), 17=721(LC 8) Max Grav 12=952(LC 1), 17=768(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1208/650, 3-4=-275/3, 6-16=-466/453, 5-16=-466/453, 2-12=-973/743 BOT CHORD 11-12=-603/232, 9-11=-422/183, 2-9=-824/1000, 8-9=-1036/1112, 7-8=-1036/1112 WEBS 3-8=103/380, 3-7=-1081/1085, 2-11 =-1 52/513, 5-17=770/723 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been -designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 704 lb uplift at joint 12 and 721 lb uplift at joint 17. 10) 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 Cert 6634 6904 Parke East Blvd. Tampa, FL 33610 Date: April 12,2018 A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE 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 fpa�y building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 VliTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply McCoy Residence � T13752094 � J35140 H14 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:30 2018 Page 1 I D:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-gwWH PpJIA?68nnT?iU?M9m8rADQoyOagchoQsQzRoJV i -2-4-0 2-8-0 6-10-0 13-0-0 16-11-0 2 4-0 2-8-0 4-2-0 6-2-0 3-11-0 2x4 d� 316 II 48 = �� 3x6 = 4x6 = 5x8 = 23- 0 6-10-016-11-0 2-8-0 4-2-0 6-2-0 3-11-0 Plate Offsets (X.Y)—I2:0-3-13.0-1-31.16:0-1-8.0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=95210-8-0, 17=708/0-3-8 Max Horz 12=782(LC 8) Max Uplift 12=-748(LC 8), 17=-677(LC 8) Max Grav 12=952(LC 1), 17=738(LC 13) CSI. DEFL. in (loc) I/deft L/d TC 0.88 Vert(LL) 0.27 10 >731 240 BC 0.59 Vert(CT) 0.24 10 >829 180 WB 0.79 Horz(CT) -0.14 17 n/a n/a Matrix -AS Scale = 1:50.9 PLATES GRIP MT20 244/190 Weight: 119 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1230/738, 3-4=-499/272, 4-5=-369/342, 2-12=-971/777 BOT CHORD 11-12=-512/208, 9-11=-364/169, 2-9=-861/1025, 8-9=-1036/1123, 7-8=-1036/1123 WEBS 3-8=50/296, 3-7=-830/841, 4-7=166/254, 5-7=650/710, 2-11=-136/443, 5-17=-739/678 r NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.0pisf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 748 lb uplift at joint 12 and 677 lb uplift at joint 17. 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 MiTek USA, Inc. FL Cert 6634 •6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 10/03/2015 BEFORE 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 Not 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSItTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Residence x r. T13752095 J35140 H15 H15 HALF HIP HALF HIP 1 1 1 1McCoy 1' Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:31 2018 Page 1 ID:loy7xUwgxJ1 K9Rlj8Te2FGzxQPi-164fc9KNxJE?Ow2BFCWbhzhOwcpThlbzgLX—OszRoJU 2-4-0 2-8-0 5-10-0 11-0-0 16-11-0 2� 2-8-0 3-2-0 5-2-0 5-11-0 2x4 1 3x6G11 3x4 = 06 = 18 3X6 = Scale = 1:44.1 3x6 = 5x8 = 17 2-8-0 _ 5- 0-0 1 -0-0 16-11-0 2 8- 3-2-0 5 2-0 5-11-0 Plate Offsets (X Y)— 12:0-3-13 0-1-31 (5:0-1-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.18 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.15 10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) -0.11 17 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 112 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 "Except" 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=95210-8-0, 17=708/0-3-8 Max Horz 12=689(LC B) Max Uplift 12=-787(LC 8), 17=-639(LC 8) Max Grav 12=952(LC 1), 17=712(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1285/849, 3-4=-680/469, 4-5=-554/507, 2-12=-965/806 BOT CHORD 11-12=419/185, 9-11=-308/158, 2-9=-928/1087, 8-9=-1062/1167, 7-8=-1062/1167 WEBS 3-7=-674/686, 5-7=633/698, 2-11 =-1 23/375, 5-17=-714/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft;-eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 787 lb uplift at joint 12 and 639 lb uplift at joint 17. 9) 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 Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobt ■ Truss Truss Type Qty Ply McCoy Residence ■ T13752096 J35140 H16 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:32 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-mldl pVK?icMs04cNpvl qEB DBfO5cQOZ73?HXwIzRoJT -24-0 2-8-0 4-10-0 9-0-0 12-9-12 , _ _ 16-11-0 i 2 00 2-2-0 4-2-0 3-9-12 4-1.4 4x4 = lL 3x6 11 3x4 = 3x6 = Scale = 1:37.3 3x4 = 6x6 II 5 6 21-0-0 i r 8-0LM 9-0-0 16-11-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.88 BC 0.70 WB 0.44 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=952/0-8-0, 17=708/0-3-8 Max Horz 12=596(LC 8) Max Uplift 12=820(1_C 8), 17=638(LC 5) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.18 10 >999 240 MT20 244/190 Vert(CT) -0.27 8-9 >740 180 Horz(CT) -0.11 17 n/a n/a Weight: 108 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD - 2-3=1264/931, 3-4=877/642, 4-5=743/651, 7-16=-491/592, 6-16= 491/592, 2-12=-941/819 BOT CHORD 11-12=-278/46, 2-9=-999/1149, 8-9=-1073/1173, 7-8=-513/519 WEBS 3-8=-467/535, 5-8=-273/370, 5-7=-689/668, 2-11=-14/267, 6-17=-711/641 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSlfTPI 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 820 lb uplift at joint 12 and 638 lb uplift at joint 17. 9) 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mi rekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence r T13752097 r J35140 H17G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:33 2018 Page 1 ID:1oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-EVBP1 rLeTwUjeEBaNdY3nOmNjQNz9ltGlf05TkzRoJS -2-4-0 8-2 7-0-0 11-11-8 16-11-0 2-4-0 2 8 0 4.4-0 4-11-8 4-11-8 Scale = 1:36.1 NAILED 3x6 = 4x8 = NAILED NAILED 3x6 II NAILED NAILED 6x8 = 3 18 19 4 2021 22 5 12 3x6 I I 3x4 = i 2:-O I ' 0-0 11-11-8 16-11-0 r 2-8-0 4-0-0 4-11-8 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.28 10 >697 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.25 10 >808 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) -0.18 17 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 100lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-10-10 oc purlins, BOT CHORD 2x4 SP No.2 *Except` except end verticals. 9-11: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 2-8-7 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-7 2-12: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1490/0-8-0, 17=1464/0-3-8 Max Horz 12=503(LC 25) Max Uplift 12=-1567(LC 8), 17=-1647(LC 5) Max Grav 12=1571(LC 29), 17=1547(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2554/2428, 3-4=-1867/1969, 4-5=-1867/1969, 2-12=-1609/1605 BOT CHORD 11 -1 2=-514/314, 9-11=364/243, 2-9=-2108/2113, 8-9=-2266/2240, 7-8=-2294/2274 WEBS 3-8=-644/784, 3-7=-476/442, 4-7=-695/939, 5-7=2223/2109, 2-11=-244/477, 5-17=-1560/1661 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1567 lb uplift at joint 12 and 1647 lb uplift at joint 17. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per.NDS guidlines. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 508 lb down and 541 lb up at 7-0-0 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 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 r�-�•YY iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. Forgeneral guidance regarding the Ig fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence r t T13752097 J35140 H17G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:34 2018 Page 2 ID:toy7xUwgxJ1 K9Rlj8Te2FGzxQPi-jhloEBMGEEcaFOmmxK3lJcJYTgjCuC7QWJme?BzRoJR LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=-70, 11-12=-20, 10-11=-20, 6-9=-20 Concentrated Loads (lb) Vert: 3=-112(B)8=-391(B)18=-112(B)19=-112(B)21=-112(B)22=-129(B)23=-109(B)24=-109(B)25=-109(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7477 rev. 1010312015 BEFORE 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 verity the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �V iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobt I Truss Truss Type Qty Ply McCoy Residence At T13752098 J35140 J01 COMMON 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 201B MiTek Industries, Inc. Wed Apr 11 12:04:34 2018 Page 1 I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-jhIoEBMGEEcaFOmmxK3lJcJYngmZuGnQ WJme?BzRoJR 4-5-12 8-8-0 12-10-4 17-4-0 19-8-0 4-5_12 4-2.4 4-2-4 4-5_12 2-4-0 2x4 4x4 = 9 oxo — 7 3x8 = 5x5 = Scale = 1:35.0 N4 I I w d d 4- 8-8-0 17.4-0 8-8-0 8-8-0 ' Plate Offsets (X Y)— 17:0-2-4 0-3-01 19:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.10 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.20 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 103 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except` 5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=750/Mechanical, 7=951/0-8-0 Max Horz 9=356(LC 6) Max Uplift 9=-565(LC 8), 7=-898(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-301/250, 2-3=-788/691, 3-4=-786/688, 1-9=260/250, 5-7=-363/465 BOT CHORD 8-9=351/913, 7-8=281/736 WEBS 3-8=-291/405, 4-8=-202/259, 2-8=-257/346, 2-9=750/576, 4-7=-888/769 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasil=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 565 lb uplift at joint 9 and 898 lb uplift at joint 7. 8) 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.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev, 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notLEI a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' Te7lo' " building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IV I l is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence I T13752099 J35140 J02G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:35 2018 Page 1 ID:loy7xUwgxJ1 K9Rlj8Te2FGzxQPi-BtJASXNu?XIRtYLyU2aXsprhaE8adkdZlyVBXdzRoJQ 7-0-0 10-4-0 17-4-0 19-8-0 7-0-0 3-4-0 7-M 2.4-0 NAILED 4x8 = 3xE NAILED 13 NAILED 4x6 = 3x6 II 4x4 = '�"""' 4x8 = 7-0-0 10-0-0 17-4-0 7-0-0 3-4-0 7-0-0 Scale = 1:35.3 Z LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.09 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.14 6-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -MS Weight: 105 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.t 'Except* TOP CHORD Structural wood sheathing directly applied or 3-6-13 oc purlins, 2-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 1-8. 4-7 1-9,4-6: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1148/0-8-0, 6=1319/0-8-0 Max Horz 9=-318(LC 6) Max Uplift 9=1138(LC 8), 6=-1424(LC 8) Max Grav 9=1269(LC 29), 6=1 387(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1818/1693, 2-3=-1456/1551, 3-4=-1719/1607, 1-9=-1198/1153, 4-6=-1317/1441 BOT CHORD 8-9=-233/500, 7-8=-1177/1697, 6-7=-145/261 WEBS 2-8=1991445, 2-7=304/265, 3-7=-119/351, 1-8=-1132/1390, 4-7=-111911329 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1138 lb uplift at joint 9 and 1424 lb uplift at joint 6. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 494 lb down and 386 lb up at 7-0-0, and 165 lb down and 121 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 6-9=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE 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 ���-q��.YYYiii building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* IiT�i k• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab Truss Truss Type Qty Ply McCoy Residence � I T13752099 J35140 J02G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 ts.zlu s reD i z zults ml I etc industries, inc. vveu tapr i i icuy:oo zu io ruse c ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-BtJASXNu?XIRtYLyU2aXsprhaEBadkdZlyVBXdzRoJQ LOAD CASE(S) Standard Concentrated Loads (lb) Vert:2=-129(B) 3=-129(B) 8=-249(B) 7=-88(B) 13=-129(B) 14=-51(B) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE 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 at russ system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job P Truss Truss Type Qty Ply McCoy Residence T13752100 r A J35140 K01 MONOPITCH 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:36 201 a Page 1 IDA oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-f4tYfsN Wmrtl Viw9215mO1 OtIdUcM5zj_cF133zRoJP 7-10-14 15-9-12 7-10-14 7-10-14 Scale = 1:51.4 yI 3x6 3x6 II 4x8 = 4x6 II LOADING (psi) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017lrP12014 CSI. TC 0.81 BC 0.56 WB 0.79 Matrix -AS DEFL. in Vert(LL) 0.28 Vert(CT) 0.26 Horz(CT) -0.02 (loc) I/defl L/d 4-5 >662 240 4-5 >719 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 107 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except" WEBS 1 Row at midpt 3-4 3-4,1-6: 2x6 SP No.2 2 Rows at 113 pts 3-5 REACTIONS. (lb/size) 4=691/0-5-12, 6=691/0-8-0 Max Horz 6=912(LC 5) Max Uplift 4=1048(1_C 8), 6=-924(LC 8) Max Grav 4=725(LC 2), 6=691(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-817/1003, 2-3=-826/1402, 3-4=-618/879, 1-6=-616/734 BOT CHORD 5-6=-1180/428, 4-5=-346/262 WEBS 2-5=668/784, 3-5=-1605/905, 1-5=-277/432 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60,plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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 = 10.0psf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1048 lb uplift at joint 4 and 924 lb uplift at joint 6. 6) This truss design requires that a minimum of 7116" structural woad 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 33610 Date: April 12,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ° Truss Truss Type Qty Ply McCoy Residence r y T13752101 J35140 K02 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:U4:3( 2U1itPage 1 IDA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-7GRYAG08W9?96rVLcTd?xEw2t1 kD5fosDG_IcWzRoJO 7-5-12 14-8-0 15-9-12 7-5-12 7-2-4 1-1-12 3x6 vI 4x6 = 94 Scale = 1:55.5 8 1 o 5 3x6 11 4x4 = 5x8 M18SHS II 5x5 = 7-5-12 14-8-0 15-9-12 7-5-12 7-2-4 1-1 12 Plate Offsets (X Y) 11:0 1-8 0-1-81 16:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.38 6-7 >487 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) 0.33 6-7 >558 180 M18SHS 244/190 BCLL 0.0 Rep Stress Inca YES WB 0.37 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2017f-rP12014 Matrix -AS Weight: 112 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 3-4: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-5, 2-6. 3-6 WEBS 2x4 SP No.3 *Except* 4-5,1-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=691/0-5-12, 8=691/0-8-0 Max Horz 8=866(LC 5) Max Uplift 5=-1042(LC 8), 8=930(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-841/1058, 2-3=-404/320, 3-4=-269/397, 4-5=-244/660, 1-8=628/759 BOT CHORD 7-8=-1074/401, 6-7=-1096/660, 5-6=-363/204 WEBS 2-7=-455/278, 2-6=-705/1251, 3-6=-568/188, 1-7=-367/438 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1042 lb uplift at joint 5 and 930 lb uplift at joint 8. 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 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE 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 pp 1�� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1V1 iTeW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job P Truss Truss Type Qty Ply McCoy Residence r f T13752102 J35140 K03 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:38 2018 Page 1 ID:1 oy7xUwgxJ 1 K9RIjBTe2FGzxQPi-bS?14YPmHS70k?4XAA8EUSTDoRCig32?Rwkr8yzRoJN -15-0 6-5-12 12-8-0 15-9-12 1-6-0 6-5-12 6-24 3-1-12 46 = 4x6 = 10 9 6 3x6 II 4x4 = 3x8 = 5x6 II Scale = 1:44.8 i 6-5-12 12-8-0 15-9-12 65-12 6-2-4 3-1 2 Plate Offsets (X Y)— 16:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.13 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) 0.12 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.56 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 112 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-7 5-6: 2x4 SP No.2, 2-9: 2x6 SP No.2 REACTIONS. (lb/size) 6=687/0-5-12, 9=828/0-8-0 Max Horz 9=801(LC 5) Max Uplift 6=-1066(LC 5), 9=1169(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-838/1097, 3-4=-375/569, 4-5=236/616, 5-6=-671/1072, 2-9=-767/1010 BOT CHORD 8-9=951/334, 7-8=-1133/663, 6-7=-278/249 WEBS 3-8=-337/196, 3-7=-510/939, 4-7=-329/285, 5-7=-1005/647, 2-8=-503/529 NOTES- 1) Unbalanced roof live loads have been considered for this design. / 2) Wind: ASCE 7-10: Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1066 lb uplift at joint 6 and 1169 Ito uplift at joint 9. 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 Cert 6634 691114 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 Not 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Is Truss Truss Type City Ply McCoy Residence i 1 T13752103 J35140 K04 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:39 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-3fYhHuQO2mFtM9fkjtfTOf00 WrZKZY99gaTPgOzRoJM 2-4-0 5-7-12 11-0-0 16-1-12 2-4-0 5-7-12 5-4-4 6-1-12 2x4 1 4x6 = 13 3x8 = Scale =1:39.2 9 0 3x6 II 4x4 = 3x8 = 46 5-7-12 11-0-0 16-1-12 5-7-12 5-4-4 1 5-1-12 Plate Offsets (X Y)— 12:0-1-12 0-1-81 16:Edae 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.09 7-8 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) 0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.45 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 111 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at micipt 5-7 5-6: 2x4 SP No.2, 2-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=696/0-5-12, 9=898/1-0-0 Max Horz 9=714(LC 5) Max Uplift 6=-1108(LC 5), 9=-1298(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or Jess except when shown. TOP CHORD 2-3=873/1161, 34=5251789, 4-5=-387/802, 5-6=-651/972, 2-9=-843/1155 BOT CHORD 8-9=799/226, 7-8=-1210r703 WEBS 3-7=-375/710, 4-7=-294/192, 5-7=-963/617, 2-8=-801/687 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever Jett exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1108 lb uplift at joint 6 and 1298 lb uplift at joint 9. 8) 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.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job`' Truss Truss Type Qty Ply McCoy Residence T13752104 J35140 K05 HALF HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:39 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-3fYhHuQO2mFtM9fkjtfrOfOM?rUGZYe9gaTPgOzRoJ M 2 4-0 4-7-12 9-0-0 16-1-12 2-4-0 4-7-12 4-4-4 7-1-12 4x6 = 12 4x6 = 8 b4x6 II 5x5 = 3x8 = 9-0-0 16-1-12 9-0-0 7-1-12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 TCDL 15.0 Lumber DOL 1.25 BC 0.63 BCLL 0.0 Rep Stress Incr YES WB 0.41 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-8: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=696/0-5-12, 8=898/1-0-0 Max Horz 8=610(LC 5) Max Uplift 6=-1134(LC 5), 8=-1307(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-236/502, 3-4=672/1025, 4-5=-544/1010, 5-6=637/976, 2-8=-372/630 BOT CHORD 7-8=1126/655 WEBS 3-7=-214/264, 4-7=-314/129, 5-7=-1069/648, 3-8=-746/763 Scale = 1:35.0 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.40 7-8 >469 240 MT20 2441190 Vert(CT) 0.36 7-8 >522 180 Horz(CT) -0.02 6 n/a n/a Weight: 102 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-7 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 1134 Itr uplift at joint 6 and 1307 lb uplift at joint 8. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job .r Truss Truss Type Qty Ply McCoy Residence T13752105 J35140 K06G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:40 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-Xr63VEQ 1 p4NkzJEwHbAiZtYXIFrSlzelvEDyCgzRoJL -2-4-0 7-0-0 11-6-14 16-1-12 2-4-0 7-0-0 4-6-14 4-6-14 2x4 1 NAILED NAILED NAILED 4x8 = NAILED 3x6 II NAILED 3x8 = 3 13 14 4 15 16 17 5 4x6 II 44 = 3x8 = .....-__ .....--- NAILED Scale = 1:34.4 7-M 11-6-14 16-1-12 7-M 4.6-14 4-6-14 Plate Offsets (X Y)—Plate Offsets Y)f3:0-5-4 0-2-01-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC20171TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 `Except' 3-5: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 5-6,2-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=1405/0-5-12, 9=1284/1-0-0 Max Horz 9=505(LC 5) Max Uplift 6=-1903(LC 5), 9=-1756(LC 6) CSI. DEFL. in (loc) I/deft Ud TC 0.90 Vert(LL) 0.21 8-9 >893 240 BC 0.57 Vert(CT) 0.19 8-9 >997 180 WB 0.56 HOrc(CT) -0.03 6 n/a n/a Matrix -MS PLATES GRIP MT20 244/190 Weight: 108 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 4-1-10 oc bracing. WEBS 1 Row at midpt 5-7. 2-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1515/1878, 3-4=-1108/1527, 4-5=-1108/1527, 5-6=1335/1780, 2-9=-1232/1576 BOT CHORD 8-9=-771/305, 7-8=-1832/1362 WEBS 3-8=-424/440, 3-7=-330/393, 4-7=-686/947, 5-7=-1995/1500, 2-8=-1318/1257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1903 lb uplift at joint 6 and 1756 lb uplift at joint 9. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 638 lb down and 263 lb up at 7-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-5=-70, 6-9=-20 Concentrated Loads (lb) Vert:3=-129(B) 8=-249(B) 13=-129(B) 14=-129(B) 16=-129(B) 17=-134(B) 18=-51(B) 19=-51(B) 20=-51(B) 21=-52(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 p�-/p�•YYiii building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I V I iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply McCoy Residence T13752106 J35140 M02 JACK -OPEN 38 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 i cs 2-4-0 3x12 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:41 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-?1 gRiaRfaNVabTo6rlhx545rUe5F 1 YcS7uyWIHzRoJK PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.04 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x4 SP No.1 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=-0/Mechanical, 3=186/Mechanical Max Horz 2=-448(LC 4), 3=618(LC 4) Max Uplift 3=-599(LC 4) Max Grav 3=217(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD , 1-2=-413/149 BOT CHORD 1-3=-217/618 BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. 11; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 599 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence , A T13752107 J35140 MG01 Monopitch Girder 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8,210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:42 2018 Page 1 I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-UEEpwwSHLhdRDdNIPOCAeleyC2Z7mp1 bMYi3HjzRoJJ 3-7-0 7-2-0 3-7-0 3-7-0 0� 3x8 i II II 6 HUS26 HUS267x8 = HUS26 3x6 II 3x8 M18SHS II Special 3-7-0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.62 BC 0.43 WB 0.82 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' 1-6: 2x6 SP No.2 REACTIONS. (lb/size) 4=1423/Mechanical, 6=1584/0-8-0 Max Horz 6=441(LC 7) Max Uplift 4=1284(LC 8), 6=-1200(LC 8) Max Grav 4=1541(LC 25), 6=1584(LC 1) FORCES. (Ib) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1319/1002, 2-3=-1311/1167, 3-4=-972/836, 1-6=-888/693 BOT CHORD 5-6=638/448 WEBS 2-5=321/374, 3-5=1551/1796, 1-5=-544/812 Scale = 1:28.8 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.04 5-6 >999 240 MT20 244/190 Vert(CT) -0.04 5-6 >999 180 M18SHS 244/190 Horz(CT) -0.00 4 n/a n/a Weight: 51 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-7-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60plate grip DOL=1.60 - 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 1284 lb uplift at joint 4 and 1200 lb uplift at joint 6. 8) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 1-0-12 from the left end to 5-0-12 to connect truss(es) to back face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 420 lb down and 315 lb up at 7-0-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 4-6=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE 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, 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job rq Truss Truss Type Qty Ply McCoy Residence T13752107 J35140 MG01 Monopitch Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:42 2018 Page 2 I D:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-UEEpwwSHLhdRDdNIPOCAeleyC2Z7mp1 bMYi3HjzRoJJ LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 4=-203(F) 7=-732(B) 8=-730(B) 9=-730(B) ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE 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 property incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jabs �f Truss Truss Type Qty Ply McCoy Residence T13752108 J35140 MV2 Valley 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:45 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-uowyYxU9ec?0446t48mtGwGbyGhlzMbl2 Wwju2zRoJG 2-0-0 2-0-0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=48/2-0-0, 2=62/2-0-0, 3=14/2-0-0 Max Horz 1=-64(LC 8) Max Uplift 1=-36(LC 8), 2=-64(LC 8) Max Grav 1=49(LC 14), 2=69(LC 14), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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) 1 considers parallel to grain value using ANSI/TPI.1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 64 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall my 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job + i Truss Truss Type Qty Ply McCoy Residence T13752109 J35140 MV3 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 i o.L Iv 5 rev iz cv io IVII I en IrluuJUlcJ, rrn.. v ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-qB1 izdWQADFkJOGGBZoLLLLvT3LMRG5KWgPgyxzRoJE 3-0-0 3-0-0 3 ADEQUATE SUPPORT REQUIRED Scale = 1:10.3 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=107/3-0-0, 2=83/3-0-0, 3=24/3-0-0 Max Horz 1=111(LC 8) Max Uplift 1=-64(LC 8), 2=-117(LC 8) Max Grav 1=109(LC 13), 2=94(LC 13), 3=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 54 lb uplift at joint 1 and 117 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711-7473 rev. 1010312015 BEFORE 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 applicabil'dy of design parameters and properly incorporate this design into the overall p p �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Joti,' Truss Truss Type Qty Ply McCoy Residence y T13752110 J35140t" MV4 Valley 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.z7u s t-eD lz zwo Nit l eK lnoustnes, Inc. vveu tipr t 7 1z:V4:4f zu is rage i ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-qB1 izd WQADFkJOGGBZOLLLLtZ3JoRG5KWgPgyxzRoJE 4-0-0 4-0-0 1 2x4 11 Scale = 1:12.8 3 2x4 I I 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 ' ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 3=146/4-0-0, 2=146/4-0-0 Max Horz 3=-169(LC 4) Max Uplift 3=-121(LC 8), 2=-101(LC 8) Max Grav 3=167(LC 14), 2=146(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 121 lb uplift at joint 3 and 101 lb uplift at joint 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904•Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752111 J35140 MV5 GABLE 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:49 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-ma9TOJXgirVSYhQfJ_gpQmQEKt01 v9vdz8uxl pzRoJC 5-0-0 5-0-0 2x4 i 1x4 II 2x4 II Scale = 1:15.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=122/5-0-0, 4=-79/5-0-0, 5=338/5-0-0 Max Horz 1=221(LC 5) Max Uplift 1=-63(LC 8), 4=-79(LC 1), 5=-343(LC 8) Max Grav 1=125(LC 14), 4=115(LC 8), 5=373(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=-296/366 Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=241t; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1, 79 lb uplift at joint 4 and 343 lb uplift at joint 5. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev. 1010312015 BEFORE USE. besign valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p■�.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* I iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type QtyPlyMcCoy ResidenceT13752112 5140 rJ3 MV5A Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 d.Zw s reD i< to is wu t erc utuuburnb, uu:. vveu r Pi 11 1-4.U. GV ro rcye ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-FmjrbfYIT6dJAr_rthL2z_zPPHNBed2mCoeUZFzRoJB 3-0-0 5-0-0 3-0-0 2-0-0 2x4 11 4 44 = 6.00 112 Scale = 1:9.6 i 2x4 II tx4 II 2x4 3-0-0 - 5-0-0 3-0-0 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a file BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 15 lb FT = 01/o LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=122/5-0-0, 3=69/5-0-0, 4=191/5-0-0 Max Horz 5=-74(LC 4) Max Uplift 5=-129(LC 4), 3=-61(LC 8), 4=-149(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 lb uplift at joint 5, 61 lb uplift at joint 3 and 149 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 ��-��•YYY 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � 31 T13752113 J35140 MV5B GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 349415 o.z iu s reo I L LU 10 IVII1 ex IrtuUslrles, 111G. vveu Hln 11 14.U9.JV GV 10 rdyc 1 ID: 1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-FmjrbfYIT8dJAr rthL2z_zPRHMNecFmCoeUZFzRoJB 5.4-4 5 4 2x4 II 1x4 II 2x4 Scale = 1:17.5 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.28 BC 0.15 WB 0.10 Matrix-P DEFL. in Vert(LL) n/a Vert(CT) n/a HOrz(CT) 0.00 (loc) I/defl L/d n/a 999 n/a 999 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 5-4-4 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=26/5-44, 3=124/5-4-4. 4=316/5-4-4 Max Horz 5=-213(LC 8) Max Uplift 5=-28(LC 14), 3=-20(LC 8), 4=321(LC 8) Max Grav 5=26(LC 8), 3=124(LC 1), 4=348(LC 14) FORCES, (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-277/343 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 28 lb uplift at joint 5, 20 lb uplift at joint 3 and 321 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 t& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence y T13752114 J35140 MV6 Valley 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 b.ziu s reD iz zD to 1vu i eK inousmes, Inc. vveu /Apr i i tz;wco 1 LV 16 rage t ID: I oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-jyHDp?ZwDSmAo?Z1 QPIHVBWaVgjBN2gwRSN 15izRoJA 6-0-0 6-0-0 2x4 11 Scale = 1:19.1 1 5 4 2x4 II r 1x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=106/6-0-0, 3=80/6-0-0, 4=285/6-0-0 Max Horz 5=-243(1_C 8) Max Uplift 5=-11 O(LC 8), 4=-288(LC 8) Max Grav 5=117(LC 14), 3=80(LC 1), 4=314(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-247/304 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-SrO tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 110 lb uplift at joint 5 and 288 lb uplift at joint 4. Joaquin Velez PE No.68182 Mi f ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence i T13752115 J35140 MV6A Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.ziu s i-eD 1z zuits MI t eK mDUSrrles, Inc. vveo /Apr 17 7z:uv:os zu to rage i ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-fLPzDgbA130u 1 JjQYgvlb_cbwpUOery6Dums8AazRoJ8 0-9-6 6-0-0 _ 0-9-8 5-2-8 Scale=1:18.2 1 3x4 I I 5 4 2x4 II 1x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.21 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-S Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=98/6-0-0, 3=76/6-0-0, 4=291/6-0-0 Max Horz 5=239(LC 8) Max Uplift 5=-100(LC 8), 4=-297(LC 8) Max Grav 5=107(LC 14), 3=76(LC 1), 4=320(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=256/316 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=297. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE 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 p �� rV I building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence s T13752116 J35140 MV7 GABLE 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:53 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-fLPzDgbA130u1 JjQYgvlbcbvhUNsryyDums8AazRoJ8 2x4 11 3 5 4 2x4 i 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 TCDL 15.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2017/TPI2014 Matrix-S DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 2441190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 4 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=122/7-0-0, 4=93/7-0-0, 5=346/7-0-0 Max Horz 1=325(LC 5) Max Uplift 1=34(LC 8), 4=-88(LC 5), 5=-353(LC 8) Max Grav 1=149(LC 14), 4=115(LC 13), 5=381(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=299/352 Scale = 1:21.3 Weight: 28 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except Gt=lb) 5=353. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752117 J35140 MV8A GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 d.21U s FeD 12 2um NII I ek industries, Inc. vveu Mpr i i icvy.ao cu io rage i I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-bkWkeMcRHhGbGctofExDg 1 gEtl2XJsB WL4LFETzROJ6 7-8-0 7-8-0 2x4 II 3 2x4 i 1x4 5 42x4 II Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Weight: 31 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=132/7-8-0, 4=122/7-8-0, 5=397/7-8-0 Max Horz 1=378(LC 5) Max Uplift 1=-29(LC 8), 4=-11O(LC 5), 5=-405(LC 8) Max Grav 1=168(LC 14), 4=149(LC 13), 5=437(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-289/132 WEBS 2-5=-345/407 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 4=110, 5=405. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 It 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752118 J35140 MV9 GABLE 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:55 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-bkWkeMcRHhGbGctofExDg 1 gE212gJsB WL4LFETzRoJ6 9-0-0 9-0-0 2x4 II 7 6 5 2x4 1x4 II 1x4 II 2x4 II Scale = 1:26.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 9-0-0. (lb) - Max Horz 1=430(LC 5) Max Uplift All uplift 100 lb or less atjoint(s) 1 except 5=-105(LC 14), 7=-391(LC 8), 6=-318(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 7=421(LC 13), 6=344(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-343/156 WEBS 2-7=329/407, 3-6=292/273 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except Qt=lb) 5=105, 7=391, 6=318. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall MiTek* i iTek' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752119 J35140 MV10B GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:U4:43 ZU18 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-yQoB7GTv6?llgmyVyjjPBVA51 SunVRFIbCRcp9zRoJl 1 8 0 7-8-0 7-8-0 2x4 7 6 5 3x4 = 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 15.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 Rep Stress Incr YES WB 0.12 BCDL 10.0 Code FBC2017/TPI2014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=311/7-8-0, 5=130/7-8-0, 6=354/7-8-0 Max Horz 7=517(LC 5) Max Uplift 7=259(LC 8), 5=-105(LC 5), 6=426(LC 8) Max Grav 7=319(LC 14), 5=154(LC 13), 6=441(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-275/302, 2-3=-333/151 WEBS 3-6=-344/398 DEFL. in (loc) I/deft Lid Vert(LL) 0.03 1 n/r 120 Vert(CT) 0.01 1 n/r 120 Horz(CT) -0.00 5 n/a n/a Scale = 1:29.7 PLATES GRIP MT20 244/190 Weight: 39 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous. bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=lb) 7=259, 5=105, 6=426. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 12,2018 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTek` Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A fabrication, storage, delivery, erection and bracing oftmsses and truss systems, see ANSIfTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence y T13752120 J35140 MV11 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 i 1x4 II 11-0-0 11-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:44 2018 Page 1 ID A oy7xUvvgxJ1 K9RIj8Te2FGzxQPi-QcMaLbUXtit9SwXh WRFejhHHsIJEuTugsBALczRoJH 1x4 II 2x4 II 4 5 2x4 II Scale: 3/8"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) n/a n1a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight: 48 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 11-0-0. (lb) - Max Harz 1=534(LC 5) Max Uplift All uplift 100 lb or less at joints) 1 except 5=-112(LC 5), 7=385(LC 8), 6=-341(LC 8) Max Grav All reactions 250lb or less atjoint(s) 1, 5 except 7=41O(LC 13), 6=416(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-434/188, 2-3=-323/141 WEBS 2-7=324/406, 3-6=-303/332 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1 except (jt=lb) 5=112, 7=385, 6=341. Joaquin Velez PE No,88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752121 J35140 MV13 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 i 9 1x4 II 13-0-0 13-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:44 2018 Page 1 ID:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-QCMaLbUXtlt9SWXh VvRFejjjFTsFAEtOugsBALczRoJH 3x4 II 1x4 II 5 7 63x4 = 1x4 II Scale = 1:37.4 Plate Offsets (X Y)— f6:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.19 . Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-S Weight: 64 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 13-0-0. (lb) - Max Horz 1=639(LC 5) Max Uplift All uplift 100 lb or less at joint(s) except 6=-191(LC 14), 9=376(1_C 8), 8=-377(LC 8), 7=-327(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 6 except 9=396(LC 13), 8=471(LC 13), 7=454(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=527/224, 2-3=397/179, 34=-330/159 WEBS 2-9=316/388, 3-8=-328/409, 4-7=-306/292 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.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. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 191 lb uplift at joint 6, 376 lb uplift at joint 9, 377 lb uplift at joint 8 and 327 lb uplift at joint 7. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 r�� AA� �iTek•• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752122 J35140 MV21 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:46 2018 Page 1 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-M?UKIHVnPw7lh Eh4erH6o8omZf?EiprBHAgHQUzRoJF 0-10-0 2-10-0 0-10-0 2-0-0 6.00 12 3x4 = 2 3x4 = 3X6 I I LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 TCDL 15.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017lrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 3=100/2-10-0, 1=100/2-10-0 Max Horz 1=34(LC 6) Max Uplift 3=-76(LC 8), 1=-76(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.7 2X4 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a Weight: 9 lb FT = O% 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) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 3 and 76 lb uplift at joint 1. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 Z& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence f y T13752123 J35140 MV25 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:46 2018 Page 1 ID:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-M?UKIHVnPw7thEh4erH6oBom2fOgiprBHAgHQUzRoJF 2-5-8 2-5-8 Scale = 1:8.9 ADEQUATE SUPPORT REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.06 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-5-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=83/2-5-8, 2=64/2-5-8, 3=18/2-5-8 Max Horz 1=85(LC 8) Max Uplift 1=-42(LC 8), 2=-90(LC 8) Max Grav 1=84(LC 13), 2=73(LC 13), 3=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 42 lb uplift at joint 1 and 90 lb uplift at joint 2. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. j Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall piip�1��•YYG�ii 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence � y T13752124 J35140 MV41 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 0-10-0 6.00 12 3x4 = 2 4 2x4 II b.ZI V 5 reD IZ ZU 10 IVII I UK IIIOObtrle5, OIV. VVCU MPI 1 1 rG.u9 ­o r-yv I ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-INb4AzX2xXNbxYrSIGJauZu27Te8AjLUkU9NVNzRoJD 4-10-0 4-0-0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 4=183/4-10-0, 3=183/4-10-0 Max Horz 4=158(LC 6) Max Uplift 4=146(1_C 8), 3=-134(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:12.7 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% Structural wood sheathing directly applied or 4-10-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord jive 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 146 lb uplift at joint 4 and 134 lb uplift at joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Not 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752125 J35140 MV45 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:49 2018 Page 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-ma9TOJXgirVSYhQfJ_gpQmQB4t CvAbdz8uxlpzRoJC 4-5-8 4-5-8 Scale = 1:13.9 2x4 i 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 15.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=166/4-5-8, 3=166/4-5-8 Max Horz 1=193(LC 5) Max Uplift 1=116(LC 8). 3=-139(LC 8) Max Grav 1=166(LC 1), 3=191(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) -0.00 3 n/a n/a Weight: 15 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 1 and 139 lb uplift at -- - joint 3. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711-7473 rev. 1010312015 BEFORE 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 �• building design. Bracing indicated is to prevent buckling of individual truss 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence + e T13752126 J35140 MV61 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 u.ziu s reD 1z zults ml t eK inausmes, mc. vvea Apr i i iz:ug:oz zuiu rage i ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-B9rbOLaY_mu1P98D_6OW2P2k441j6Vk3f67be8zRoJ9 6-10-0 r 6-10-0 2x4 11 Scale = 1:21.5 1 5 4 2x4 II 1x4 II 2x4 LOADING (psf) SPACING- 2(.120 CSI. TCLL 20.0 Plate Grip DOL 15 TC 0.27 TCDL 15.0 Lumber DOL 1.25 BC 0.16 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC20171TP12014 Matrix-S DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a n/a 999 Horz(CT) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=84/6-10-0, 3=123/6-10-0, 4=339/6-10-0 Max Horz 5=317(1_C 6) Max Uplift 5=83(LC 4), 3=37(LC 8), 4=-346(LC 8) Max Grav 5=105(LC 14). 3=147(LC 13), 4=373(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-292/344 Weight: 27 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied on10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 83 lb uplift at joint 5, 37 lb uplift at joint 3 and 346 lb uplift at joint 4. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ii�•YY■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752127 J35140 MV65 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, hL 34948 d.ZIU s I-eD I ZU 10 IVII I eK Inoustrles, Inc. vveu /Apr I I IZ:wcoz Zu I rage i ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-B9rbOLaY mu1P98D_6OW2P2mj42g6VA3f67be8zRoJ9 6-5-8 6-5-8 2x4 11 5 8 7 6 2x4 i 1x4 II 1x4 II 2X4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. All bearings 6-5-8. (lb) - Max Horz 1=263(LC 5) Max Uplift All uplift 100lb or less atjoint(s) 1, 6, 7 except 8=-241(LC 8) Max Grav All reactions 250lb or less atjoint(s) 1, 6, 7 except 8=264(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 6, 7 except (jt=lb) 8=241. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII'Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752128 J35140 MV81 GABLE 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:54 ZU13 Page 1 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-7XyMRObpWN8kfTIc6XQ_7g83KuipaPyM7Qcii 1 zRoJ7 8-10-0 8 2 4 II 1x4 II 2x4 1x4 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 CSI. DEFL. in (loc) I/defl Ud TC 0.35 Vert(LL) n/a n/a 999 BC 0.24 Vert(CT) n/a n/a 999 WB 0.12 Horz(CT) 0.00 4 n/a n/a Matrix-S Scale = 1:28.3 PLATES GRIP MT20 244/190 Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 8-10-0. (lb)- Max Horz 7=421(LC 4) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 7=-132(LC 13), 5=-390(LC 8). 6=-330(LC 8) Max Grav All reactions 250 lb or less at joint(s) 7, 4 except 5=421(LC 14), 6=357(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-334/152 BOT CHORD 6-7=125/330, 5-6=125/330, 4-5=-125/330 WEBS 3-5=-330/406, 2-6=-305/276 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; 9=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 7=132, 5=390, 6=330. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, notpal a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall T building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r ► T13752129 J35140 MV101 GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 Mi I eK Industries, Inc. vved Apr i i i 2:04:42 zui 8 rage i ID:1oy7xUwgxJ1 K9RljBTe2FGzxQPi-UEEpwwSHLhdRDdNIPOCAele_F2bfm_xbMYi3HjzRoJJ 1-3-8 10-10-0 9-6-8 2x4 11 3x4 = 1 1 4 8 7 6 3x4 2x4 11 1x4 11 1x4 11 Scale=1:27.9 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.48 BC 0.27 WB 0.12 Matrix-S DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.01 (loc) I/deft L/d n/a 999 n/a 999 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 46 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-10-0. (lb) - Max Horz 8=-467(LC 4) Max Uplift All uplift 100lb or less atjoint(s) 5 except 8=-114(LC 4), 6=-395(LC 8), 7=-286(LC 8) Max Grav All reactions 250 lb or less at joint(s) 8, 5 except 6=411(LC 14), 7=407(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=268/120, 4-5=369/165 BOT CHORD 7-8=-136/362, 6-7=136/362, 5-6=-136/362 WEBS 4-6=324/415, 3-7=-298/283 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 8=114, 6=395, 7=286. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall p.�•Y` building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing I VI iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence r i T13752130 J35140 N01 Common 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MITek Industries, Inc. Wed Apr 11 12:04:56 2016 rage i ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-3w46sid32_OSumS?DySSCFDKkhG 1263fak5onvzRoJ5 3x4 6-4-2 6-1-14 7-5-0 4x6 = 10 oxo — 3x4 = 'x 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 TCDL 15.0 Lumber DOL 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr NO WB 0.91 BCDL 10.0 Code FBC2017lrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-8,4-5: 2x6 SP No.2 REACTIONS. (lb/size) 5=95110-7-0, 8=920/0-8-0 Max Horz 8=516(LC 7) Max Uplift 5=600(LC 8), 8=-620(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-381/389, 2-3=-1114/934, 3-4=-679/573, 1-8=-343/372, 4-5=-980/595 BOT CHORD 7-8=598/1242, 6-7=264/747 WEBS 2-7=365/499, 3-7=-444/639, 3-6=-393/161, 2-8=932/486, 4-6=-124/760 Scale = 1:44.0 A DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.16 6-7 >999 240 MT20 244/190 Vert(CT) -0.26 6-7 >891 180 Horz(CT) 0.02 5 n/a n/a Weight: 119 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=4511; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=600, 8=620. 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. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-8=-20 Concentrated Loads (lb) Vert: 9=-60 10=-60 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 p �� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 1 1 T13752131 J35140 P01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:58 2018 Page 1 ID:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-OJCsHOeJaceA84cNLNVwHgldXVWzV3Sy21 avrozRoJ3 5-0-11 9-11-5 15-0-0 5-0-11 4-10-10 5-0-11 NAILED Scale = 1:29.3 08 = NAILED NAILED NAILED 4x4 = 3 14 15 4 6x8 3x6 II HTU210 NAILED HUS26 10x10 = HUS26 HUS26 6 5x10 I I NAILED 5x8 M18SHS I I 5-0-11 9-11-5 _ 15-0-0 5-0-11 4-10-10 6.0-11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x8 SP No.2 *Except* 6-9: 2x8 SP SS WEBS 2x4 SP No.3 *Except* 5-6: 2x6 SP No.2 SLIDER Left 2x6 SP No.2 2-0-0 REACTIONS. (lb/size) 1=2850/Mechanical, 6=4470/0-8-0 Max Horz 1=185(LC 31) Max Uplift 1=2775(1_C 8), 6=3836(1_C 8) Max Grav 1=2887(LC 36), 6=4470(LC 1) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.85 Vert(LL) 0.18 7-8 >963 240 MT20 244/190 BC 0.81 Vert(CT) -0.15 7-8 >999 180 M18SHS 244/190 WB 0.73 Horz(CT) 0.03 1 n/a n/a Matrix -MS Weight: 199 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-3-8 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=4629/4609, 3-4=-5302/5081, 4-5=5812/5409, 5-6=-3359/3180 BOT CHORD 1-8=-3904/4128, 7-8=-3946/4170, 6-7=-1066/1348 WEBS 3-8=968/930, 3-7=1269/1613, 4-7=1891/2162, 5-7=3708/3862 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.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. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=2775,6=3836. 12) Use Simpson Strong -Tie HTU210 (20-10d Girder, 32-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. 13) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at &WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP111 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 i�Yi• MiTek* 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752131 J35140 PO1G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.zto s i-eb 1z zol8 mi tek maustrles, inc. vveo Apr i i iz:u4:ots zuit1 rage z ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-OJCsHOeJaceA84cNLNVwHgldXVwzV3Sy21 avrozRoJ3 NOTES- 14) Fill all nail holes where hanger is in contact with lumber. 15) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 225 lb down and 110 lb up at 5-0-11, and 225 lb down and 110 lb up at 9-10-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 34=40, 4-5=-70, 6-10=-20 Concentrated Loads (lb) Vert: 3=-59(6) 4=59(B) 8=-57(B) 7=-57(B) 14=-59(B) 15=-59(B) 16=-20(B) 17=-2227(F) 18=-20(B) 19=-1079(F) 20=-1079(F) 21=-1217(F) AWARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. !' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component) 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence • � T73752132 J35140 P801 Piggyback 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:59 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-UVmFUkfxLvmt IEBau409glrvuvO4Egc5GhJTNEzRoJ2 6-4-8 12-9-0 6-4-8 6A-8 Scale = 1:21.5 4x4 = 6 3x4 = 3x4 = 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Wind(LL) 0.00 5 n/r 120 Weight: 41 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=264110-10-6, 4=264/10-10-6, 6=527/10-10-6 Max Horz 2=-148(LC 6) Max Uplift 2=272(LC 8), 4=-272(LC 8), 6=-335(LC 8) Max Grav 2=267(LC 17), 4=273(LC 14), 6=527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=355/313 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=272,4=272,E=335. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with M7ek0D connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r`L ��r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing i V9 iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply MCCoy Residence • • T13752133 J35140 PB02 Piggyback 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:04:59 2018 Page 1 ID:loy7xUwgxJ1 K9Rlj8Te2FGzxQPi-UVmFUkfxLvml lEBau409gtrvtv04Egc5GhJTNEzRoJ2 6-0-0 6-9-0 12-9-0 _ 6-0-0 0-9-0 6-0-0 Scale = 1:22.7 4x8 M18SHS = R Id 3x4 = 6 1x4 11 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) 0.01 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.03 5 n/r 120 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lTPI2014 Matrix-S Wind(LL) 0.00 5 n/r 120 Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=264/10-10-6, 4=264/10-10-6, 6=527/10-10-6 Max Horz 2=-148(LC 6) Max Uplift 2=272(LC 8), 4=-272(LC 8), 6=335(LC 8) Max Grav 2=267(LC 17), 4=273(LC 14), 6=527(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-6=355/313 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except (jt=lb) 2=272, 4=272, 6=335. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 4 9 T13752134 J35140 PB03 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:00 2018 Page 1 ID:1oy7xUwgxJ1K9RIjBTe2FGzxQPi-yhKdh4gZ6DuuNOlmSoXON5N5uJn5z7yFVL30wgzRoJ1 4-0-0 12-9-0 4-0-0 8-9-0 Scale = 1:21.5 4x4 = 4x4 = 3x4 = 8 7 3x4 = 1x4 II 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.00 6 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Wind(LL) 0.00 5 n/r 120 Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-10-6. (lb) - Max Horz 2=90(1_C 6) Max Uplift All uplift 100 lb or less atjoint(s) except 2=-187(LC 8), 5=-187(LC 8), 8=-270(LC 5), 7=-268(LC 4) Max Grav All reactions 250 lb or less at joint(s) 2, 5 except 8=372(LC 13), 7=367(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-8=-279/293, 4-7=-277/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 187 lb uplift at joint 2, 187 lb uplift at joint 5, 270 lb uplift at joint 8 and 268 lb uplift at joint 7. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE 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 A� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence i r T13752135 J35140 PB04 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 12-9-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:01 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Qtu?vQhCtXOI?XKyOV2dvlwlVi7nia9Ok?oZS7zRoJO Scale = 1:21.9 4x4 = 3x4 = 10 9 8 3x4 = 1x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.00 7 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Wind(LL) 0.00 6 n/r 120 Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 6-0-0 oc bracing: 9-10. OTHERS 2x4 SP No.3 REACTIONS. All bearings 10-10-6. (lb) - Max Horz 2=-98(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 2 except 6=-218(LC 8), 9=-270(LC 8), 10=-252(LC 5), 8=-114(LC 8) Max Grav All reactions 250 lb or less at joint(s) 2, 6, 8 except 9=307(LC 17). 10=274(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 4-9=-256/304, 3-10=220/292 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2 except Qt=lb) 6=218,9=270,10=252,8=114. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing r Vr iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence N T13752136 J35140 PBO5 PIGGYBACK 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 1Z:Ub:UZ ZU18 Nage i I DA oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-u4RN61igeg8cchvBaDZsSWTUE6SPR2xYyfY7_ZzROJ? 12-9-0 2x4 = 4x4 = 1x4 II 2x4 = Scale = 1:15.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.00 5 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 5 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix-S Wind(LL) 0.00 4 n/r 120 Weight: 27 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=182/6-10-14, 4=183/6-10-14, 6=331/6-10-14 Max Horz 2=98(1_C 6) Max Uplift 2=-199(LC 8), 4=-203(LC 8), 6=-200(LC 8) Max Grav 2=183(LC 17), 4=187(LC 14), 6=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=199, 4=203, 6=200. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 p�• 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence I T13752137 J35140 P806 Piggyback 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.00 12 4x4 = 3 8-9-0 8.210 s Feb 12 2018 MITek Industries, Inc. Wed Apr 11 12:U5:UZ ZU18 Page 1 ID:1 oy7xUwgxJ 1 K9RIjBTe2FGzxQPi-u4RN61igegBcchv8aDZsSWTSv6TeR1 KYyfY7_ZzRoJ? 4x4 = Scale = 1:16.9 5 2 6 I� o� Io 8 7 2x4 = 1x4 II 1x4 II 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.00 5 n/r 90 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -M00 6 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WE 0.10 Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-S Wind(LL) 0.00 5 n/r 120 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 25 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 6-10-6. (lb) - Max Horz 2=40(LC 7) Max Uplift All uplift 100 lb or less at joints) 2, 5 except 8=-269(LC 5), 7=-270(LC 4) Max Gram All reactions 250 lb or less atjoint(s) 2, 5 except 8=313(LC 1), 7=313(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-8=-248/318, 4-7=-248/319 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vesd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5 except Qt=lb) 8=269, 7=270. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with M7ek9 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporatethis design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence ► T13752138 J35140 Q01G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:03 2018 Page 1 ID:1oy7xUwgxJ1 K9RIj8Te2FGzxQPi-MG?IK5iSP8GTErUL7w45J?T?WIWAM9hBJHgW?zRoJ_ 24-0 5-0-0 9-0-0 14-0-0 16-4-0 221-0-0 4-0-0 5-0-0 2-4-0 2x4 1 I NAILED 4x8 = NAILED NAILED NAILED 4x6 = 3 17 18 4 Scale = 1:32.8 3x6 10 II 4x4 = NAILED NAILED 48 = r 3M II 5-0-0 9-0-0 14-0-0 5-0-0 4-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017rrPI2014 CSI. DEFL. in (loc) I/defl L/d TC 0.93 Vert(LL) 0.08 8-9 >999 240 BC 0.33 Vert(CT) 0.07 8-9 >999 180 WB 0.63 Horz(CT) -0.01 7 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 2-10,5-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 10=974/1-0-0, 7=97311-0-0 Max Horz 10=275(LC 7) Max Uplift 10=-1626(LC 8), 7=-1624(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=979/1676, 3-4=-801/1593, 4-5=-982/1679, 2-10=924/1501, 5-7=-923/1497 BOT CHORD 8-9=1303/830 WEBS 2-9=-1372/815, 5-8=-1372/815 PLATES GRIP MT20 244/190 Weight: 93 lb FT = O% Structural wood sheathing directly applied or 5-7-3 oc purlins, except end verticals. Rigid ceiling directly applied or 5-0-7 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=1626, 7=1624. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 293 lb down and 111 lb up at 5-0-0, and 293 lb down and 111 lb up at 8-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 7-10=-20 Concentrated Loads (lb) Vert: 3=-57(F) 4=-57(F) 9=-57(F) 8=-57(F) 17=-57(F) 18=-57(F) 19=-19(F) 20=-19(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE 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 �• 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 fabrication• storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Ply McCoy Residence � T13752139 J35140 Q02 COMMON �Qty 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:04 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-gSZ8XRj4ASOKs?3XhdcKXxYgDw53vtlgQzl E2RzRolz -2-4-0 7-0-0 14-0-0 2-4-0 7-M 7-0-0 4x6 = 01" 3x6 11 " Scale = 1:30.4 5 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.77 BC 0.38 WB 0.32 Matrix -AS DEFL. in Vert(LL) 0.12 Vert(CT) 0.11 Horz(CT) -0.01 (loc) I/deft Ud 5-6 >999 240 5-6 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except` 2-7,4-5: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=800/1-0-0, 5=593/1-0-0 Max Horz 7=316(LC 7) Max Uplift 7=-1189(LC 8), 5=-847(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=686/935, 3-4=-679/927, 2-7=-736/1020, 4-5=-529/678 BOT CHORD 6-7=-433/269, 5-6=-421/295 WEBS 3-6=-338/221, 2-6=370/362, 4-6=-294/259 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=1189, 5=847. 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 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE 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 verity the applicability of design parameters and properly Incorporate this design into the overall p• building design. Bracing indicated is to prevent buckling of individual truss web andlor 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752140 J35140 R01G Hip Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:06 2018 Page 1 ID:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-nrhuy7lKh3e15JDwp2epcMd7kjkWNp67tH WK6KzRolx 3-8-11 6-7-5 10-4-0 3-8-11 2-10-10 3-8-11 4x8 = NAILED NAILED NAILED 4x4 = 3 21 4 I". 3Xb 11 4X0 — 4x12 11 NAILED 4x12 11 NAILED NAILED Scale = 1:22.2 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017rTP12014 CSI. TC 0.32 BC 0.51 WB 0.24 Matrix -MS DEFL. in Vert(LL) 0.03 Vert(CT) -0.03 Horz(CT) -0.01 (loc) I/defl L/d 8-13 >999 240 8-13 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 138 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x8 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x8 SP No.2 1-6-0, Right 2x8 SP No.2 1-6-0 REACTIONS. (lb/size) 1=3297/0-8-0, 6=1517/0-8-0 Max Horz 1=93(LC 7) Max Uplift 1=3152(LC 8), 6=-1196(LC 8) Max Grav 1=3365(LC 36), 6=1655(LC 37) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-2209/1948, 3-4=-1466/1243, 4-6=-1660/1331 BOT CHORD 1-8=-1615/1979, 7-8=-1681/2053, 6-7=-1048/1428 WEBS 3-8=- 119211309, 3-7=-820/925, 4-7=-365/573 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 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 100 lb uplift at joint(s) except Qt=lb) 1=3152,6=1196. 10) Use Simpson Strong -Tie HGUS28-2 (36-16d Girder, 12-16d Truss) or equivalent at 1-6-5 from the left end to connect truss(es) to back face of bottom chord. Joaquin Velez PE No.68182 11) Fill all nail holes where hanger is in contact with lumber. MiTek USA, Inc. FL Cert 6634 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 6904 Parke East Blvd. Tampa FL 33610 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 240 lb down and 151 lb up at Date: 6-6-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. April 12,2018 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE 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 vedfy the applicability of design parameters and properly incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type Qly Ply McCoy Residence T73752140 rJ35140 R01G Hip Girder 1 Job Reference 0o tional East Coast Truss, Ft. Pierce, FL 34946 ts.nu s r -- .tz zvto wu t en IrWuslreJ, mc. vacu ryn 11 14.E -U aye ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-nrhuy7lKh3e15JDwp2epcMd7kjkWNp67tH WK6KzRolx LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70,9-15=-20 Concentrated Loads (lb) Vert: 3=-6(F) 4=-6(F) 8=-233(F=53, B=-286) 7=53(F) 19=-288(B) 21=-6(F) 22=-2830(B) 23=3(F) 24=-286(B) 25=-286(B) ®WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE 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 p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V I iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence • T13752141 J35140 R02G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:07 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-F1 FGATIySNnujSo6Mm9292AH87_K6A9H6xFufmzRolw 3-0-0 , 3-10-8 , 6-5-8 , 7- -_ _, _ _ 10-4-0 3-0-0 0-10-8 2-7-0 0-10-8 3-0-0 Scale = 1:21.2 5x5 = 5x5 = 14 ��� , �.,� „ 7 5x5 = 5x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 TCDL 15.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr NO WB 0.63 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP NO.2 `Except' 2-13,5-8: 2x4 SP No.3, 10-11: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 1-14,6-7: 2x6 SP No.2 REACTIONS. (lb/size) 14=1115/0-8-0, 7=1115/0-8-0 Max Horz 14=185(LC 7) Max Uplift 14=-737(LC 8), 7=737(LC 8) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.13 10-11 >929 240 MT20 2441190 Vert(CT) -0.16 10-11 >730 180 Horz(CT) 0.05 7 n1a n/a Weight: 70 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-13 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-10-5 oc bracing. Except: 10-0-0 oc bracing: 11-13. 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2026/1324, 2-3=-2060/1430, 3-4=-139211071, 4-5=-1950/1372, 5-6=1889/1251, 1-14=-1098/754, 6-7=-1028/717 BOTCHORD 11-13=-183/469,10-11=-1020/1448 WEBS 1-11=-1018/1662,6-10=-966/1518,3-11=-440/855,4-10=-394/762,11-14=-242/293 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=737,7=737. 8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 248 lb down and 383 lb up at 3-10-8, and 248 lb down and 383 lb up at 6-5-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-6=-70, 13-14=-20, 12-13=-20, 10-11=-20, 8-9=-20, 7-8=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE 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 p�• 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752141 J35140 R02G Hip Girder 1 1 Job Reference (options[) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-33(F) 4=33(1`) 15=-196(B) 16=-278(B) 18=-278(B) 19=-278(B) 21=196(B) B210 s Feb 12 2U16 MI I eK Industries, Inc. V11ea Apr 11 1z:uo:ui zU1i1 rage z ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-F1 FGATlySNnujSo6Mm929ZAH87_K6A9H6xFufmzRolw ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence • T13752142 J35140 S01 G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 Mi I eK Industries, Inc. vveo Apr i i iz:Uo:Ud zuid rage i ID:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-jEpeNpmbDgvlKcNlwTgHhnjSvXP5rjVQLb?RBDzRoly i 3-10-8 4-5-8 8.4-0 i 3.10-8 0-7-0 3-10-8 4x4 = NAILED 3x6 II 3x6 II NAILED 3-10-8 2-0 84-0 3-10-8 3-10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 5-6 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.05 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.24 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-6,3-4: 2x6 SP No.2 REACTIONS. (lb/size) 6=813/0-8-0, 4=897/0-8-0 Max Horz 6=188(LC 7) Max Uplift 6=603(LC 8), 4=-559(LC 8) Max Grav 6=930(LC 36). 4=980(LC 38) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1036/700, 2-3=-1101/700, 1-6=-720/535, 3-4=-874/540 BOT CHORD 5-6=-229/308 WEBS 1-5=-491/786, 3-5=-515/817, 2-5=-209/574 Scale = 1:22.2 PLATES GRIP MT20 244/190 Weight: 45 lb FT = 0% Structural wood sheathing directly applied or 5-7-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 6=603, 4=559. 7) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 212 lb down and 84 lb up at 7-8-15 on top chord, and 230 lb down and 130 lb up at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 4-6=-20 Concentrated Loads (lb) Vert: 2=-25(F) 5=49(F) 7=-185 8=-297(B) 9=-247(F=49, B=-297) 10=-297(B) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 p m� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the iVliTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfITPll quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply McCoy Residence • T13752143 J35140 T01G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:09 2018 Page 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-BQMOagnD_lcymxVUBBWE FUUxoKaBuzzFkJfzRolu -2-0-0 , 5-0-0 , 6-0-0 , 2-4-D 5-0-0 1-0-0 It 2x4 4x4 = 8x8 i 4x4 = Special 4 6x6 11 3x6 = Scale: 1/2"=1' 5-0-0 , 5-8-8 f-0-q 5-0-0 0-8� Plate Offsets (X Y)— 15:Edge 0-1-81 17:0-1-4 0-2-81 I7:0-2-7 0-1-41 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.07 6-7 >861 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.07 6-7 >954 180 BCLL 0.0 Rep Stress Incr NO WB 0.11 Horz(CT) -0.00 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 46 to FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 `Except* BOT CHORD Rigid ceiling directly applied or 7-7-9 oc bracing. 2-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=47110-8-0, 11=349/0-3-0 Max Harz 7=619(LC 8) Max Uplift 7=-612(LC 8). 11=-737(LC 8) Max Grav 7=471(LC 1). 11=434(LC 29) FORCES. (lb) -Max. Comp.lMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-7=-435/471 BOT CHORD 5-11=-467/347, 4-11=-161/301, 6-7=-520/66 WEBS 2-6=-7/356 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 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 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=612, 11=737. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 367 lb down and 433 lb up at 5-0-0 on top chord, and 278 lb down and 138 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-4=-70, 5-7=-20 Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 e WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752143 J35140 T01G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 3=-102(F) 6=-64(F) 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:09 2018 Page 2 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-BQMOa9nD_1 cymxVUBBWE_FUUxoKaBuZZFk_jfzRolu A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mit-7473 rev. 10/03/2015 BEFORE 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 r �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p qiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 1 T13752144 J35140 T02 MONOPITCH 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:10 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-fcwPOUorll9TawWh2uilnCohiL77JbPjovUYF5zRolt -2-4-0 6-0-0 2-4-0 6-0-0 I LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 2-5: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=466/0-8-0, 10=189/0-3-8 Max Horz 5=462(LC 8) Max Uplift 5=-633(LC 8), 10=-349(LC 8) 4x6 = 8x8 i 6-0-0 - r 6-0-0 CSI. DEFL. in (loc) I/defl L/d TC 0.77 Vert(LL) 0.15 4-5 >461 240 BC 0.40 Vert(CT) 0.13 4-5 >513 180 WB 0.28 Horz(CT) -0.01 10 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-413/490 BOT CHORD 4-5=-440/84 WEBS 2-4=-51/388, 3-1 0=-1 92/352 Scale: 1/2"=1' PLATES GRIP MT20 2441190 Weight: 44 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left exposed ; end vertical left exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5=633, 10=349. 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.e8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 �• 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 p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality Criteria, DSB•89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence , T13752145 J35140 V4 Valley 3 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2U18 Mi I ek Industries, Inc. vvea Apr 1 i iz:uo:i I zu Ia rage i IDA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-7pUn?goTWbHK845tbcE_JPL13kW6261 s1 ZD5oXzRols 2-0-0 4-0-0 2-0-0 2-0-0 3x4 = 2 2x4 - 2x4 Scale = 1:7.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.16 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Weight: 11 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=124/4-0-0, 3=124/4-0-0 Max Horz 1=34(LC 7) Max Uplift 1=-95(LC 8), 3=-95(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for alive 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. Joaquin Velez PE No,68182 Mi7ek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 sys`/r tem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i Vl iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752146 J35140 V8 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:11 2018 Page 1 I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-7pUn?goTWbHKB45tbcE_JPL_6kVU251 sl ZD5oxzRols 4-0-0 B-0-0 r 4-0-0 4-0-0 4040i 2x4 i 2x4 Scale = 1:14.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=139/8-0-0, 3=139/8-0-0, 4=331/8-0-0 Max Horz 1=-84(LC 6) Max Uplift 1=-122(LC 8), 3=-122(LC 8), 4=-222(LC 8) Max Grav 1=140(LC 17), 3=147(LC 14), 4=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=122,3=122,4=222. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 21 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE 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 r 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752147 J35140 ZCJ1 JACK -OPEN 40 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:12 2016 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-b?29DAp5HvPBpEg39JIDsdt1 c8gjnZHOGDzfK_zRolr -24-0 , 1-0-0 24-0 1-0-0 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.00 5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=497/0-8-0, 3=-158/Mechanical, 4=-96/Mechanical Max Horz 5=272(LC 8) Max Uplift 5=-636(LC 8), 3=-158(LC 1), 4=-96(LC 1) Max Grav 5=497(LC 1), 3=219(LC 8), 4=74(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=386/572 Scale = 1:11.3 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES, 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 jive 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 capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=636, 3=158. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall t�` /Ar� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i Vi iTek` Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752148 J35140 ZCA D JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:12 2018 Page 1 ID;1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-b729DAp5HvPBpEg39JIDsdtl c8gAnZHOGDzfK_zRol r 2-4-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 TCDL 15.0 Lumber DOL 1.25 BC 0.30 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TP12014 Matrix -MR DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.01 3 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=497/0-8-0, 3=-147/Mechanical, 4=107/Mechanical Max Horz 5=249(LC 8) Max Uplift 5=750(1_C 8), 3=-147(LC 1), 4=107(LC 1) Max Grav 5=497(LC 1), 3=250(LC 8), 4=152(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-375/603 Scale = 1:10.8 Weight: 12 lb FT = 0% Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=750, 3=147, 4=107. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 &WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M T fek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752149 J35140 ZCJ3 JACK -OPEN 28 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x: N. 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:13 2018 Page 1 IDA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-4BcXQ Wgj2DX2RNFGjOGSOgQCMYAS WOX9UtiCsQzRolq 2-4-0 3-0-0 3x6 11 3.0-0 Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.30 Vert(CT) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.02 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=377/0-8-0, 3=43/Mechanical, 4=-2/Mechanical Max Horz 5=362(LC 8) Max Uplift 5=-416(LC 8), 3=-78(LC 8), 4=-12(LC 5) Max Grav 5=377(LC 1), 3=67(LC 13), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=321/421 Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 5=416. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev, 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752150 J35140 ZCJ3A Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x3 2x4 II 3-0-0 3-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:14 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-YOAvesrLp Wfv2XgSHknhx2zVxyVSFTnJjXSIOszRolp LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.02 3-4 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.01 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.03 2 n/a rite BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD REACTIONS. (lb/size) 4=122/0-8-0, 2=87/Mechanical, 3=35/Mechanical Max Horz 4=192(LC 8) Max Uplift 4=-5(LC 8), 2=-143(LC 8), 3=-39(LC 8) Max Grav 4=122(LC 1), 2=106(LC 13), 3=53(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:16.3 PLATES GRIP MT20 2441190 Weight: 11 lb FT = 0% Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 4, 3 except Gt=lb) 2=143. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPH Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type ( City Ply McCoy Residence � T73752151 J35140 ZCJ38 JACK -OPEN 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2U18 Mi I ek industries, Inc. vvec Apr i i ic:ua: 4 cu io rage i ID:1 oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-YOAvesrLp Wfv2XgSHknhx2zN6yXMFTJJjXSIOszRolp -2-4-0 2-8-0 ,3-0-0 2-4-0 2.8-0 0-4-0 Scale = 1:16.3 N. 3x6 I 2-8-0 -0-- 2.8-0 Plate Offsets (X Y) 12:0 2 4 Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) -0.01 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.02 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MP Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x6 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=404/0-8-0, 3=56/Mechanical, 4=8/Mechanical Max Horz 8=362(LC 8) Max Uplift 8= 408(LC 8), 3=-83(LC 8), 4=10(1_C 5) Max Grav 8=404(LC 1), 3=76(LC 13), 4=69(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-8=-367/424 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30tt; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 8=408. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE 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 p� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing IVI iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence y T13752152 J35140 ZCJ3C Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 1zuxio zult1 Page i ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-OaklrCs_agnmghPegRlwUFVe8Mw7 w6SyBBJxJZROIo 1-10-0 , 3-0-0 J r 1-10-0 1-2-0 2x4 II 1`6 Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.05 6 >663 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.04 6 >768 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 `Except` 1-7: 2x4 SP No.3 REACTIONS. (lb/size) 8=125/0-8-0, 3=115/Mechanical, 4=13/Mechanical Max Horz 8=192(LC 8) Max Uplift 8=-4(LC 8), 3=-184(LC 8) Max Grav 8=125(LC 1), 3=145(LC 13), 4=25(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 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except Qt=lb) 3=184. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing iViiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r s T13752153 J35140 ZCJ3D JACK -OPEN 2 1 ) Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:U5:16 2U18 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-Umlg2YscL8vdlr_rO9p9OT2jclCzjNGbArxsTlzRoln -2-4-0 3-0-0 2-4-0 3-0-0 Scale: 3/4"=1' N 1 O 2x: 3X'IU LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.81 BC 0.31 WB , 0.00 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=37710-8-0, 3=44/Mechanical, 4=-3/Mechanical Max Horz 5=340(LC 8) Max Uplift 5=-459(LC 8), 3=-63(LC 5), 4=-3(LC 1) Max Grav 5=377(LC 1), 3=63(LC 13), 4=37(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-320/439 3-0-0 DEFL. in (loc) I/deft Lid Vert(LL) -0.01 4-5 >999 240 Vert(CT) 0.01 4-5 >999 180 Horz(CT) 0.02 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 19 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 5=459. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 property incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 4 Truss Truss Type Qty Ply McCoy Residence , L T13752154 J35140 ZCJ5 JACK -OPEN 10 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:16 2018 Page 1 ID:loy7xUwgxJ1K9Rlj8Te2FGzxQPi-Umlg2YscL8vdlr r09p9OT2jBIAFjNGbArxsTlzRoln -2-4-0 5-0-0 r 2-0-0 5-0-0 Scale = 1:21.2 5 3x6 II 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.04 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 26 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=433/0-8-0, 3=127/Mechanical, 4=39/Mechanical Max Horz 5=455(LC 8) Max Uplift 5=418(LC 8), 3=-193(LC 8), 4=-13(LC 5) Max Grav 5=433(LC 1), 3=155(LC 13), 4=82(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=378/456 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 alive 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 capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=418,3=193. 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall yq�• 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 the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 1 + T13752155 J35140 ZCJSA JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:17 2018 Page 1 IDA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-yyr2GutE6R1 UV?Z1 ysKOZgbxV9SjSgnIPVgQ?BzRolm 2-8-0 -0-0 5-0-0 2-81 4-0 2-0-0 Scale = 1:21.2 4x6 O 10 IX4 II 3X3 II 2-8-0 -0-0 3-8-3 2-8-0 -4-0 0-8-3 1-3-13 Plate Offsets (X Y)— 11:0-2-12 D-2-41 12:0-3-12 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.22 5 >259 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.18 5 >315 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.21 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x6 SP No.2 *Except* 10-0-0 oc bracing: 6-7 7-9: 2x4 SP No.3 REACTIONS. (lb/size) 10=233/0-8-0, 3=138/Mechanical, 4=95/Mechanical Max Horz 10=285(LC 8) Max Uplift 10=-49(LC 8), 3=-175(LC 8), 4=-88(LC 8) Max Grav 10=233(LC 1), 3=159(LC 13), 4=109(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-10=283/165 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 10, 4 except Qt=lb) 3=175. 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 Cert 6634 69D4 Parka East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARMING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752156 J35140 ZCJ5B JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 &Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:18 2018 Page 1 ID:loy7xUwgxJ1 K9Rlj8Te2FGzxQPi-Q9PQTEustl9KX97DWasd5u73gZraBH9ue9QzXezRoll -2-4-0 2-8-0 -0-0 5-0-0 2-4-0 2-8-0 -4-0 2-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 'Except* 8-10: 2x4 SP No.3 OTHERS 2x4 SP No.3 11 1x4 u 3x6 I 2-8-0 -0-0 3-8-3 5-0-0 2-8-0 M-0 0-8-3 1-3-13 CSI. DEFL. in (loc) I/deft Ud TC 0.77 Vert(LL) 0.13 6 >435 240 BC 0.43 Vert(CT) -0.12 6 >491 180 WB 0.04 Horz(CT) -0.11 5 n/a n/a Matrix -AS REACTIONS. (lb/size) 11=454/0-8-0, 4=114/Mechanical, 5=72/Mechanical Max Horz 11=455(LC 8) Max Uplift 11=-412(LC 8), 4=-141(LC 8), 5=-55(LC 8) Max Grav 11=454(LC 1); 4=138(LC 13), 5=97(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-438/468 Scale = 1:21.2 PLATES GRIP MT20 244/190 Weight: 33 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 7-8 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 11=412, 4=141. 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 Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE 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 property incorporate this design into the overall pp �r� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing INI iTek` is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Type Qty Ply I McCoy Residence T73752157 East Coast Truss, Ft. Pierce, FL 34946 2x3 3x6 = 5-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:18 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-Q9PQTEus09KX97D Wasd5u72QZmiBHmue9QzXezRoll Scale = 1:22.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.09 3-4 >661 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.07 3-4 >790 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.11 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=216/Mechanical, 2=157/Mechanical, 3=59/Mechanical Max Horz 4=286(LC 8) Max Uplift 4=-60(LC 8), 2=-237(LC 8), 3=-33(LC 8) Max Grav 4=216(LC 1), 2=183(LC 13), 3=93(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 3 except (jt=lb) 2=237. 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. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 0 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa. FL 33610 Date: April 12,2018 ITS MiTek° 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752158 J35140 ZCJSD JACK -OPEN 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:19 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-uLzohZvUd3HB9liQ3HNse5gEQzCUwkO2tp9W44zRolk -24-0 1-2-7 2-8-7 5-0-0 2-4-0 1-2-7 1-6-0 2-3-9 1 x4 N1 9 axa u 5 US II 1-2-7 2-8-7 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.06 6 >889 240 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.05 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=451I0-8-0, 4=119/Mechanical, 5=49/Mechanical Max Horz 9=455(LC 8) Max Uplift 9=-413(LC 8). 4=-165(LC 8), 5=37(LC 8) Max Grav 9=451(LC 1). 4=147(LC 13), 5=66(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-9=-431/41B Scale = 1:21.2 1� PLATES GRIP MT20 244/190 Weight: 30 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 9=413, 4=165. 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 USAr Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE 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 imss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752159 J35140 ZEJ1 JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:19 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-uLzohZvUd3HB9liQ3HNse5gBsz7ZwkO2tp9W44zRolk -2-0-0 0-7-8 r 2-0-0 0-7-8 4x6 11 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. Scale = 1:10.4 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 1.00 BC 0.70 WB 0.00 Matrix-R DEFL. in Vert(LL) 0.01 Vert(CT) -0.00 Horz(CT) 0.00 (loc) I/deft L/d 5 >911 240 5 >999 180 n/a n/a PLATES MT20 M18SHS Weight: 7 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 2=O/Mechanical, 4=196/Mechanical Max Horz 2=559(LC 8), 4=757(LC 8) Max Uplift 4=-500(LC 8) Max Grav 4=196(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-188/480 BOT CHORD 4-5=-260/757 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=500. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cerf 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply McCoy Residence � T13752160 J35140 ZEJ4 JACK -OPEN 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MTek Industries, Inc. Wed Apr 11 12:05:21 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-rk5Z6Fwk9gXvOcsoBiPKjWlaLmvkOeWLK6ed8yzRoli 2xf LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017rrPI2014 2-4-0 3-10-8 5 US II 3-10-8 3-10-8 CSI. DEFL. in (loc) I/deft L/d TC 0.81 Vert(LL) -0.01 4-5 >999 240 BC 0.27 Vert(CT) -0.01 4-5 >999 180 WB 0.00 Horz(CT) -0.02 3 n/a n/a Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=397/0-8-0, 3=82/Mechanical, 4=18/Mechanical Max Horz 5=403(LC 8) Max Uplift 5=411(LC 8), 3=-132(LC 8), 4=13(LC 5) Max Grav 5=397(LC 1), 3=107(LC 13), 4=58(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-343/432 Scale = 1:18.5 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% Structural wood sheathing directly applied or 3-10-8 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=411,3=132. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE 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 I truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSfFrPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence I A T13752161 J35140 ZEJ5 JACK -OPEN 12 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:21 2018 Page 1 IDA oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-rk5Z6Fwk9gXvOcsoBiPKj Wlawmr90eWLK6edByzRoli 24-0 5-0-0 5 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=127/Mechanical, 4=39/Mechanical, 5=433/1-0-0 Max Horz 5=455(LC 8) Max Uplift 3=210(LC 8), 4=-136(LC 5), 6=558(1_C 8) Max Grav 3=142(LC 13), 4=82(LC 3), 5=433(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=378/438 Scale = 1:21.2 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.11 4-5 >528 240 MT20 2441190 Vert(CT) 0.10 4-5 >558 180 Horz(CT) -0.08 3 n/a n/a Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=210, 4=136, 5=558. 8) 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.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing itll is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Type Qty Ply I McCoy Residence T13752162 East Coast Truss, Ft. Pierce, FL 34946 2x3 1 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:22 2018 Page 1 ID:1oy7xUwgxJ1K9Rlj8Te2FGzxQPi-JwtxJbxNw fmOmR_IPwZGkilgADW151UZmOAgPzRolh 2-4-0 5-0-11 5 3x6 II 5-0-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.04 4-5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.43 Vert(CT) -0.05 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=435/0-8-0, 3=129/Mechanical, 4=40/Mechanical Max Horz 5=458(LC 8) Max Uplift 5=418(LC 8), 3=-196(LC 8), 4=-13(LC 5) Max Grav 5=435(LC 1), 3=158(LC 13), 4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-380/457 Scale = 1:22.2 PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; ei ve=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=418,3=196. 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 Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. �e Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p�-��•YYY building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing I V i iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence t T13752163 J35140 ZEJ5D JACK -OPEN 1 1 Job Reference o Bill East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 Zulu MI I ex Inaustfles, Inc. vved Apr 1 i 12:05:23 20 i8 rage i ID:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-n6DJ Wxy?hHoddwOBl7RooxgvQaYgsY?doQ7kDrzRolg 2-4-0 5-0-0 2x? LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.50 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=127/Mechanical, 4=39/Mechanical, 5=433/1-0-0 Max Horz 5=433(LC 8) Max Uplift 3=-195(LC 8), 4=-128(LC 5), 5=-590(LC 8) Max Grav 3=139(LC 13), 4=81(LC 3), 5=433(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=378/454 Scale = 1:20.7 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.09 4-5 >606 240 MT20 244/190 Vert(CT) 0.09 4-5 >645 180 Horz(CT) -0.04 3 n/a n/a Weight: 25 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=195, 4=128, 5=590. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752164 J35140 ZEJ7 JACK -OPEN 14 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:23 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-n6DJ Wxy?hHoddwOB17RooxgvQaTSsWgdoQ7kDrzRolg -2-4-0 7-0-0 24 -0 7-0-0 2x3 0 1 I 2x3 11 1x4 N Scale = 1:27.3 1-6-0 7-M LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 `Except` 2-5: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=509/0-8-0, 3=199/Mechanical, 4=71/Mechanical Max Horz 6=548(LC 8) Max Uplift 6=-446(LC 8), 3=-280(LC 8), 4=-32(LC 8) Max Grav 6=509(LC 1), 3=231(LC 13), 4=119(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-405/241 BOT CHORD 5-6=-418/166 WEBS 2-5=-1991501 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.23 4-5 >348 240 MT20 244/190 Vert(CT) -0.20 4-5 >413 180 Horz(CT) -0.12 3 n/a n/a Weight: 34 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 6=446, 3=280. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 property incorporate this design into 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752165 J35140 ZEJ7A Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3xE 0 N 2X4 II 2X4 '� 7-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:24 2018 Page 1 ID:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-FJmhkHzdSbwUF4bNsgzl L9NA4_gPby4nO4tHIHzRolf Scale=1:27.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.39 BC 0.66 WB 0.20 Matrix -AS DEFL. in Vert(LL) 0.31 Vert(CT) 0.25 Horz(CT) -0.14 (loc) I/deft Lid 3-4 >266 240 3-4 >322 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 2850F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 5=306/Mechanical, 2=223/Mechanical, 3=83/Mechanical Max Horz 5=378(LC 8) Max Uplift 5=107(1_C 8), 2=-311(LC 8), 3=-49(LC 8) Max Grav 5=306(LC 1), 2=253(LC 13), 3=129(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 4-5=-592/264 WEBS 1-4=305/684 NOTES- 1) Wind: ASIDE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 3 except (jt=lb) 5=107, 2=311. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty Ply McCoy Residence T13752166 rJob J35140 ZEJ7B Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. wed Apr i i i 2:05:25 2018 rage i I D:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-jVK4xdzFDv2LtDAZQYUGuMwJ00C?KOfwFkcrHkzRole 2-0-0 2-8-0 7-0-0 2-0.0 0-8-0 44-0 3x4 2x4 11 3x4 = 0 la Scale = 1:27.8 2-0-0 2-8-0 2-0-0 0-8-0 7-0-0 4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.32 4-5 >251 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) 0.26 4-5 >308 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) -0.12 4 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 32 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 4-6: 2x4 SP No.1 10-0-0 oc bracing: 6-8 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=317/Mechanical, 3=182/Mechanical, 4=129/Mechanical Max Horz 9=378(LC 8) Max Uplift 9=104(LC 8), 3=-246(LC 8). 4=-113(LC 8) Max Grav 9=317(LC 1), 3=207(LC 13). 4=149(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-326/290, 1-2=-338/304 BOT CHORD 2-6=479/364, 5-6=-949/723 WEBS 2-5=793/1044, 6-9=-382/144 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.0psf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=104, 3=246, 4=113. 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 Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE 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 A� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing r V rile k� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANBVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Ply McCoy Residence T13752167 J35140 ZEJ7C JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 Mi I ex industries, Inc. Wed Apr 11 i c:uozo to r o rage IDA oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-jVK4xdzFDv2LtDAZQYUGuMwLxO9gKSVwFkcrHkzRole 3_ 7-0-0 -3- 6-8-8 5 0 N 2X4 11 6-7-11 Scale = 1:26.1 Plate Offsets (X Y) 11:0 3 0 0 4-41 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.08 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.17 3-4 >480 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.05 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 30 lb FT = O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 2=242/Mechanical, 3=65/Mechanical, 1=298/Mechanical Max Horz 1=377(LC 8) Max Uplift 2=-313(LC 8), 1=-141(LC 8) Max Grav 2=269(LC 13), 3=114(LC 3). 1=298(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=313, 1=141. 8) 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. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall r 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence + ,J35140 T13752168 ZEJ38 JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0 2x, 0 1 N. LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 8.210 s Feb 12 2018 Mi t ex Inaustries, mc. vvea Apr 11 lz:uo:zu zu7o rage -1 I D:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-MXXBuvv6OMP2mSHcd_u5BJCPbNagfBGB5Tv4cWzRolj 2-4-0 3-8-11 5 3x6 II 3-8-11 CSI. DEFL. in (loc) I/deft Lid TC 0.81 Vert(LL) -0.01 4-5 >999 240 BC 0.25 Vert(CT) -0.01 4-5 >999 180 WB 0.00 Horz(CT) -0.02 3 n/a n/a Matrix -MR LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=393/0-8-0, 3=76/Mechanical, 4=15/Mechanical Max Horz 5=396(LC 8) Max Uplift 5=-411(LC 8), 3=-123(LC 8), 4=13(1_C 5) Max Grav 5=393(LC 1), 3=101(LC 13), 4=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=339/430 Scale = 1:18.1 PLATES GRIP MT20 244/190 Weight: 22 lb FT = O% Structural wood sheathing directly applied or 3-8-11 oc purlins, except end verticals. Rigid ceiling directly applied or 10-D-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is - the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 5=411,3=123. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE 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 Vat 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence T13752169 J35140 ZHJ2 ROOF SPECIAL 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 ZU18 MrI eK Industries, Inc, wed Apr i i 1z:Ub:zb zulb rage i I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-BhuS9z_t_CACVNIm_F?VQaSSHnY23vl4UOMOpAzRold 3-3-10 3-3-10 7x6 = PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.01 6 n/r 120 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.04 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP SS REACTIONS. (lb/size) 2=0/Mechanical, 3=278/Mechanical Max Horz 2=1159(LC 4), 3=1339(LC 4) Max Uplift 3=-895(LC 4) Max Grav 3=324(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1103/400 BOT CHORD 1-3=477/1339 Scale = 1:10.8 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; Cat. II; Exp D; Encl., GCpi=0.18; C-C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=895. Joaquin Velez PE No,68182 -MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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, 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence _ � T13752170 J35140 ZHJ4 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. wed Apr i i i2:ub:zts zuia rage 1 IDA oy7xUwgxJ 1 K9RIj8Te2FGzxQPi-740CaeO7WgQwkhu85g 1 zV?YmBbE6XIBMxirVu2zRolb -33-10 5-5-0 3-3-10 5-5-0 Scale = 1:20.3 2x4 = 8 7 NAILED NAILED 4x4 =5 US 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 3x4 11 CSI. DEFL. in (loc) I/deft Ud TC 0.77 Vert(LL) -0.13 6-7 >488 240 BC 0.54 Vert(CT) -0.12 6-7 >526 180 WB 0.20 Horz(CT) 0.01 4 n/a n/a Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 "Except" BOT CHORD 3-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=110/Mechanical, 7=335/0-10-15, 5=-57/Mechanical, 8=0/Mechanical Max Horz 7=426(LC 21), 8=733(LC 32) Max Uplift 4=-171(LC 8), 7=-641(LC 8), 5=-108(LC 21) Max Grav 4=208(LC 36), 7=827(LC 39). 5=191(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-710/463, 2-3=-731/500, 3-4=-320/102, 3-7=736/555 BOT CHORD 6-7=426/413, 1-8=-428/738 WEBS 3-6=-421/435 PLATES GRIP MT20 244/190 Weight: 36 lb FT = 0% Structural wood sheathing directly applied or 5-5-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=171, 7=641, 5=108. 8) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20, 1-8=-20 Concentrated Loads (lb) Vert: 9=219(F=110, B=110) 11=131(F=65, B=65) 12=22(F=11, B=11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE 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 MiTek' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ivi fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence r T13752171 J35140 ZHJ4A DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 - 8.210 s Feb 12 2018 MiTek Industries, Inc. wed Apr 11 12:U5:29 20i8 rage i I D:1 oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-cGaan_OmH7YnMrTLfNYC2C4yd?dEGDeWAMa2QVzRola -3-3-10 2-11-11 5-5-0 3-3-10 2-11-11 2-5 5 3x4 11 17 3xs NAILED II 3x4 11 3 1 2-11-11 5-5-0 0-3-1 2-11-11 2-5-5 Plate Offsets (X,Y)— 13:0-4-0,0-0-121,f5:0-2-14 0-0-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 4-9: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 3-10: 2x6 SP No.2 CSI. DEFL. in (loc) I/defl Ud TC 0.73 Vert(LL) -0.03 9-10 >999 240 BC 0.36 Vert(CT) 0.02 9-10 >999 180 WB 0.18 Horz(CT) 0.02 7 n/a n/a Matrix -MP Scale = 1:21.0 0 M N PLATES GRIP MT20 244/190 Weight: 44 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 6-7. REACTIONS. (lb/size) 10=341/0-10-15, 5=104/Mechanical, 7=-17/Mechanical, 11=-0/Mechanical Max Horz 10=428(LC 20). 11=586(LC 24) Max Uplift 10=-694(LC 8), 5=-158(LC 5), 7=-174(LC 14) Max Grav 10=789(LC 31), 5=120(LC 17), 7=331(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-10=-740/633, 1-2=-574/427, 2-3=-592/465, 3-4=-852/474 BOT CHORD 9-10=-411/412, 7-8=-506/779, 1-11=-389/591 WEBS 3-8=-394/614, 4-7=-784/497, 3-9=-357/375 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=694, 5=158, 7=174. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NOS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=-70, 9-10=-20, 6-8=-20, 1-11=20 Concentrated Loads (lb) Vert: 12=219(F=110, B=110) 13=-31(F) 14=131(F=65, B=65) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI TPIII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752172 J35140 ZHJ5 DIAGONAL HIP GIRDER 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.ziu s ven 1z zula ml I etc industries, inc. Wed Apr i i icuo.ou cu io raye i ID:toy7xUwgxJ1K9Rlj8Te2FGzxQPi-4T8z_K102Rgez?2XD53RbQd6pPph?e9fPOKczxzRolZ -3-3-10 4-6-1 7-0-2 3-3-10 4-6-1 2-6-1 11 3x4 = 9 8 44 = s 3x4 11 NAILED 3xs II NAILED Scale = 1:24.4 N r' M -0 -1 4-0-1 7-0-2 0-3-1 4-6-1 2-0-1 Plate Offsets MY)— 13:0-2-8 0-1-81 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) -0.27 7-8 >302 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.32 7-8 >250 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) 0.08 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 43 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 3-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=415/0-10-15, 5=121/Mechanical, 6=66/Mechanical, 9=0/Mechanical Max Horz 8=327(LC 17), 9=564(LC 24) Max Uplift 8=-568(LC 8), 5=-153(LC 8), 6=-76(LC 8) Max Grav 8=866(LC 31), 5=187(LC 28), 6=182(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=725/522, 1-2=-550/367, 2-3=-572/408, 3-4=-400/110 BOT CHORD 7-8=545/807, 1-9=329/570 WEBS 3-7=827/558 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=568,5=153. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-8=-20, 1-9=-20 Concentrated Loads (lb) Vert: 7=22(F=11, B=11) 10=219(F=110, B=110) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. �e Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �y�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ��-��•iYYYi 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence � T13752173 J35140 ZHJ5A DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:31 2018 Page 1 IDA oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-YftLCg2OploUb9djmobg7dAGto9Pk4zpdg39VNzRolY -3-3-10 4-6-9 , 7-1-1 , 3-3-10 4-6-9 2-6-8 Scale=1:24.5 3x4 = 8 .1 „— 4x4 = 6 9 3x4 113x6 11 NAILED NAILED NAILED LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 -Ora-1,0 4.6-9 , _ 7-1-1 0-3-1 4-6-9 2-6-8 CSI. DEFL. in (loc) Udefl Ud TC 0.87 Vert(LL) -0.34 7-8 >240 240 BC 0.95 Vert(CT) -0.37 7-8 >222 180 WB 0.32 Horz(CT) 0.09 5 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except" BOT CHORD 3-8: 2x6 SP No.2 REACTIONS. (lb/size) 5=106/Mechanical, 8=368/0-10-15, 6=65/Mechanical, 9=0/Mechanical Max Horz 8=339(LC 21), 9=574(LC 32) Max Uplift 5=-174(LC 8), 8=-674(LC 8), 6=-83(LC 8) Max Grav 5=192(LC 36), 8=906(LC 39), 6=183(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-559/378, 2-3=581/419, 3-4=-414/118, 3-8=-724/517 BOT CHORD 7-8=683/869, 1-9=341/580 WEBS 3-7=890/699 W A PLATES GRIP MT20 244/190 Weight: 44 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 5=174, 8=674. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NOS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo t Vert: 1-3=70, 3-5=-70, 6-8=20, 1-9=-20 Concentrated Loads (lb) Vert: 10=219(F=110, B=110) 12=131(F=65, B=65) 13=22(F=11, B=11) Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeiC� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence ♦ `J35140 T13752174 ZHJ5D DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:32 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-OrFjPO3ea2wLDICvKW6vgdUfCYpTWPysKpll gzRolX -3-3-10 4-6-1 7-0-2 3-3-10 4-6-1 2-6-1 3= NAILrU x4 9 I I NAILED 3x4 -3-1P 4-6-1 7-0-2 A3-1 4-6-1 2-6-1 Plate Offsets KY)— 18:0-2-9 0-0-151 18:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL N. Rep Stress Incr NO BCDL 10.0 Code FBC20171TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.67 Vert(LL) -0.33 7-8 >241 240 BC 0.75 Vert(CT) -0.36 7-8 >225 180 WB 0.44 Horz(CT) 0.06 5 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* BOT CHORD 3-8: 2x6 SP No.2 REACTIONS. (lb/size) 8=352/0-10-15, 5=110/Mechanical, 6=69/Mechanical, 9=0/Mechanical Max Horz 8=352(LC 17), 9=649(LC 24) Max Uplift 8=819(LC 8), 5=-168(LC 8), 6=-97(LC 8) Max Grav 8=1058(LC 27), 5=211(LC 28), 6=192(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-750/688, 1-2=-626/389, 2-3=-652/432, 34=422/109 BOT CHORD 7-8=-768/1238, 1-9=-354/655 WEBS 3-7=-1250/776 Scale = 1:23.0 I� T N PLATES GRIP MT20 244/190 Weight: 42 lb FT = 0% Structural wood sheathing directly applied or 1 -0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=819, 5=168. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-8=-20, 1-9=-20 Concentrated Loads (lb) Vert: 7=23(F=11, B=11) 10=210(F=105, B=105) 11=140(F=70, B=70) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE 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 y �• 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence f T13752175 J35140 ZHJ6 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:33 2018 Page 1 ID:1 oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-U 1 p5dM4GKM2CgSn6uDdBC2Fe5cyfCz?65_YGZGzRoI W -3-3-10 4-9-15 9-7-15 3-3-10 4-9-15 4-10-0 Scale = 1:29.7 3x4 = 11 9 NAILED 4x4 = NAILED 6 1x4 113x6 II NAILED NAILED NAILED 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017fTP12014 NAILED 9-7-15 CSI. DEFL. in (loc) I/deft Ud TC 0.76 Vert(LL) 0.07 7-8 >999 240 BC 0.45 Vert(CT) -0.08 7-8 >999 180 WB 0.42 Horz(CT) -0.01 5 n/a n/a Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 3-9: 2x6 SP No.2 REACTIONS. (lb/size) 9=472/0-10-15, 5=161/Mechanical, 6=219/Mechanical, 10=-0/Mechanical Max Horz 9=333(LC 17). 10=512(LC 24) Max Uplift 9=-808(LC 8), 5=-232(LC 8), 6=-299(LC 8) Max Grav 9=1074(LC 31), 5=161(LC 1), 6=424(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-9=1006/724, 1-2=-502/371, 2-3=-527/416, 3-4=-1100/459 BOT CHORD 8-9=709/588, 7-8=-561/699, 1-11=335/517, 10-11=333/512 WEBS 3-8=-704/898, 4-8=-141/250, 4-7=-809/650 PLATES GRIP MT20 2441190 M18SHS 2441190 Weight: 59 lb FT = 0% Structural wood sheathing directly applied or 4-9-5 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=808,5=232,6=299. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-5=-70, 6-9=20, 1-10=-20 Concentrated Loads (lb) Vert: 12=219(F=110, B=110) 14=-55(F=-28, B=-28) 15=131(F=65, B=65) 16=22(F=11, B=11) 17=-22(F=-ll, 13=11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notB�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ii�.�■� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITe�• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job -1 Truss Truss Type Qty Ply McCoy Residence y. T13752176 J35140 ZHJ7 DIAGONAL HIP GIRDER 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:05:34 2018 Page 1 ID:1oy7xUwgxJ1 K9Rlj8Te2FGzxQPi-yENTgi4u5gA3ScMISx8NIGop201IxQxFJelp6izRoIV -3-3-10 4-11-0 i _ _ 9-10-1 3-3-10 4-11-0 4-11-1 Scale = 1:30.1 3x4 = 11 9 NAILED 4x4 = NAILED 3x4 =6 10 NAILED NAILED NAILED 1x4 II 3x6 11 NAILED -Ot3-10 4-11-0 0-3-10 4-11-0 9-10-1 4-11-1 Plate Offsets (X Y)— 13:0-1-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.07 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.09 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017rTPI2014 Matrix -MS Weight: 60 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 3-9: 2x6 SP No.2 REACTIONS. (Ib/size) 9=479/0-10-15, 5=162/Mechanical, 6=227/Mechanical, 10=0/Mechanical Max Horz 9=334(LC 17), 10=513(LC 24) Max Uplift 9=-815(LC 8), 5=-230(LC 8), 6=-306(LC 8) Max Grav 9=1084(LC 31), 5=162(LC 1), 6=427(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-1014/731, 1-2=-502/371, 2-3=528/416, 3-4=-1109/466 BOT CHORD 8-9=-710/593, 7-8=-580/710, 1 -11 =-336/518, 10-11=-334/513 WEBS 3-8=-714/917, 4-8=136/252, 4-7=-820/671 Structural wood sheathing directly applied or 4-9-7 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1)Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=815, 5=230, 6=306. 7) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-5=-70, 6-9=-20, 1-10=-20 Concentrated Loads (lb) Vert: 12=219(F=110, B=110) 14=-55(F=-28, B=-28) 15=131(F=65, B=65) 16=22(F=11, B=11) 17=-22(1`=11, B=-11) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE 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 Val • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSffrPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job S Truss Truss Type Qty Ply McCoy Residence T13752177 J35140 ZHJ76 DIAGONAL HIP GIRDER 1 1 Job Reference (optional) e oin Feb 12 9MA MlTek tndusfriec Inc. Wed Anr 11 12.05.35 2018 Pace 1 East Coast Truss, Ft. Pierce, FL 34`946 "•` 8 • '" � "•' -'- "'- 5Xs �� -- - - - - ID:1 oy7xUwgxJ1 K9RIj8Te2FGzxQPi-QQxs225Xszlw4mxU?efcHTKytQY3gtTOYl1 Ne8zRolU 3-3-10 2-7-12 4-10-3 3-3- 7-5 9-10-1 0 2-7-12 2-2-7 2-78-5 2-4-9 1x4 II Scale = 1:30.8 NAILED 7 8 4x8 M18SHS NAILED 6 26 4.24 1p I NAILED NAILED NAILED �+ NAILED 3x8 % 5 r NAILED 4 5x8 II 25 13 12 4 1x4 II 3 II 29 ¢ 2 4x4 — 4. 6 010 �x10 = 28 15 14 11 0 1 3x4 = 3x4 = 5x5 = dl 0 18 17 NAILED 3x4 = 19 NAILED 3x4 = NAILED 21 20 NAILED 3x6 11 1x4 II -0- 0 2-7-12 3-7- 4-103 5-10-3 7-5-8 9-5-1 10-1 .2 03- 0 2-7-12 1-0-0 1-2-7 1-0-0 1-7-5 1-11-9 5- Plate Offsets (X Y) 13:0 2 8 0 2-41 110:0 2 8 0-2 121 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.35 14 >324 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 14 >240 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.42 Horz(CT) 0.33 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 72 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 3-11-14 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 4-18: 2x4 SP No.3, 5-12: 2x4 SP 285OF 1.8E, 6-11: 2x4 SP No.t BOT CHORD Rigid ceiling directly applied or 5-4-14 oc bracing. Except: WEBS 2x4 SP No.3 `Except* 6-0-0 oc bracing: 16-18 3-19: 2x6 SP No.2 REACTIONS. (lb/size) 19=529/0-10-15, 8=159/Mechanical, 9=310/Mechanical, 20=0/Mechanical Max Horz 19=342(LC 14). 20=576(LC 24) Max Uplift 19=-823(LC 8), 8=181(LC 8), 9=-380(LC 8) Max Grav 19=1144(LC 31), 8=217(LC 28), 9=436(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 3-19=-11151777, 1-2=-560/348, 2-3=588/389, 3-4=-2093/850, 4-5=-492/160, 5-6=1176/797 BOT CHORD 18-19=-549/361, 16-18=284/139, 4-16=-259/196, 15-16=1179/2042, 5-13=-926/1149, 12-13=-926/1149, 6-12=447/619, 10-11 =-471/559, 1-21 =319/581, 20-21 =-317/576 WEBS 3-16=734/1398, 13-15=398/799, 4-15=2143/1238, 6-10=-965/813, 3-18=-340/492 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 19=823, 8=181, 9=380. 8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.88182 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6634 Vert: 1-3=-70, 3-8=-70, 18-19=-20, 17-18=-20, 14-16=-20, 12-13=20, 9-11=-20, 1-20=20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 25=219(F= 110, B=1 10) 26=-60(F=-2 1, B=-39) 27= 131 (F=65, B=65) 28=29(F= 15, B=1 5) 29=-1 11 (F=-44, B=-67) April 12,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall I � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry Ply McCoy Residence t tN T13752178 J35140 ZHJ7E DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 ts.ziu s t-eD 1 z zuid rut i eK incusmes, inc. vveu rtpr i i ic:uo:or cu io raye i IDA oy7xUwgxJ 1 K9Rlj8Te2FGzxQPi-Np3cSj7nObYeJ44t73h4NuOMpDli8oUhOcWTi1 zRoIS 3-3-10 3-8-13 5.8-2 , 9-10-1 r 3-3-10 3-8-13 1-11-5 4-1-15 gl l d 3x4 = NAILED NAILED 6x8 = 16 1x4 II 3 2 13 NAILED 15 14 NAILED 3x6 II 1x4 II 4.24 12 NAILED NAILED 3x4 %17 4 --rr NAILED NAILED 2x4 11 18 5 �_� 1 10 20 5x8 = 3x10 = 12 NAILED 9 21 4x4 = 2x4 II NAILED NAILED NAILED 6x10 % Scale = 1:30.8 6 8 3x6 = 7 1_� -08-13 5-812 9-10-1 -13 1033 00 38�4-1-15 Plate Offsets (X.Y)— 13:0-3-12 Edgel, i6:0-3Plate Offsets -3 :0-3-10,Edael, 110:0-2-4.0-2-012-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.06 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.07 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.05 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight: 80lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, BOT CHORD 2x4 SP No.2 `Except` except end verticals. 4-12,5-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-9-5 oc bracing. WEBS 2x4 SP No.3 `Except` r 3-13: 2x6 SP No.2 REACTIONS. (Ib/size) 13=468/0-10-15, 8=65/Mechanical, 14=0/Mechanical, 6=318/Mechanical Max Horz 13=565(LC 14), 14=519(LC 24) Max Uplift 13=-870(LC 8), 8=50(LC 8). 6=501(LC 5) Max Grav 13=1070(LC 29), 8=101(LC 3), 6=546(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-13=1004/789, 1-2=-508/364, 2-3=-534/408, 3-4=-1677/673. 4-5=-936/570, 5-6=-867/703 BOT CHORD 12-13=730/760, 4-11=-202/319, 10-11=-1038/1556, 5-10=-334/402, 1-15=-328/524, 14-15=-326/519 WEBS 3-11=-817/1215, 4-10=-694/317, 6-10=-890/1037, 3-12=-547/605 NOTES- 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.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. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 8 except (jt=lb) 13=870,6=501. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25') toe -nails per NDS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.88182 Uniform Loads (plf) MiTek USA, Inc. FL Cert 6834 Vert: 1-3=-70, 3-6=-70, 12-13=-20, 10-11=-20, 7-9=-20, 1-14=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 16=219(F=110, B=110) 18=-40(F=-20, B=-20) 19=131(F=65, B=65) 20=29(F=15, B=15) 21=-40(F=-20, B=-20) April 12,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE 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 property incorporate this design into 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply McCoy Residence 1 p. T13752179 J35140 ZHJ38 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Wed Apr 11 12:U5:L I LU1 u rage 1 ID:loy7xUwgxJ1 K9Rlj8Te2FGzxQPi-fuSgMJ?VIWI36XJyXzWkzn?ccBuBoKDDi25xMczRolc .3-3-10 5-2-I 3-3-10 5-2-7 Scale = 1:20.2 9 US II IVHILCV 1x4 II - -3-1 5-2-7 3-1 5-2-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) -0.10 6-7 >565 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(CT) -0.10 6-7 >620 180 BCLL 0.0 Rep Stress Incr NO WB 0.18 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 35 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` BOT CHORD 3-7: 2x6 SP No.2 REACTIONS. (lb/size) 4=105/Mechanical, 7=343/0-10-15, 5=-46/Mechanical, 8=0/Mechanical Max Horz 7=429(LC 21), 8=723(LC 32) Max Uplift 4=-199(LC 8), 7=-668(LC 8), 5=-117(LC 16) Max Grav 4=212(LC 36), 7=821(LC 39), 5=193(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-700/463, 2-3=-727/504, 3-4=-309/103, 3-7=-734/577 BOT CHORD 6-7=-429/409, 1-9=-430/728, 8-9=429/723 WEBS 3-6=418/438 Structural wood sheathing directly applied or 5-2-7 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: 5-6. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=9.Opsf; BCDL=3.Opsf; h=30ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp D; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 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 capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 4=199, 7=668, 5=117. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NOS guidlines. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 5-7=-20, 1-8=20 Concentrated Loads (lb) Vert: 10=219(F=110, B=110) 11=-6(B) 12=131(F=65, B=65) 13=-l(F=11, B=-12) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is far an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall A�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'�18 , For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. �. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIfTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 1 B. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria. MiTek' RE: J35140 -McCoy Residence Site Information: Customer Info: Rubin Custom Homes Lot/Block: Address: 12774 NW Mariner CT City: St. Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: McCoy Residence Model: Subdivision: State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 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/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: 65.0 psf This package includes 132 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITruss Name I Date No. I Seal# ITruss Name I Date 1 IT13752048 ID01 4/12/18 118 IT13752065 JE06 4/12/18 12 IT13752049 I D02 14/12/18 119 I T13752066 I E07 14/12/18 13 I T13752050 I D03 14/12/18 120 I T13752067 I F01 G 14/12/18 14 I T13752051 I D04 14/12/18 121 I T13752068 I F02 14/12/18 15 I T13752062 I D05 14/12/18 122 I T13752069 I F02A 14/12/18 16 I T13752053 I D06 14/12/18 123 I T13752070 I F03 14/12/18 17 I T13752054 I D07 14/12/18 124 I T13752071 I F04 14/12/18 18 I T13752055 I D08 14/12/18 125 I T13752072 I FL01 14/12/18 19 IT13752056 I D09 14/12/18 126 I T13752073 I FL02 14/12/18 1 110 IT13752057 I D10 14/12/18 127 I T13752074 I FL03 14/12/18 I11 IT13752058 I D11 14/12/18 128 I T13752075 I FL04 14/12/18 112 IT13752059 I D12 14/12/18 129 I T13752076 I FL05 14/12/18 113 I T13752060 I E01 G 14/12/18 130 I T13752077 I FTG01 14/12/18 114 I T13752061 I E02 14/12/18 131 I T13752078 I FTG02 14/12/18 115 I T13752062 I E03 14/12/18 132 I T13752079 I G01 G 14/12/18 116 I T13752063 J E04 14/12/18 133 I T13752080 I G02G 14/12/18 117 I T13752064 I E05 -14/12/18 134 I T13752081 I H01 G 14/12/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. 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. I N No 68182 3 STATE OF :�44/ Al O R IV P \�,�. . 1 0 N A_ ►11 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Gen 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 12,2018 Velez, Joaquin 1 of 3