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HomeMy WebLinkAboutTruss Drawings - ,1 _lllllllllllll' ® Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTeko - CH C RE: J33708- Burke Res - -=--=- ! "Inv MiTek USA, Inc. Site Information: T66904 Parke East Blvd. Customer Info: Phoenix Realty Homes, Inc. Project Name: Burke Residence Model:ampa, FL 33610-4115 Lot/Block: Subdivision: Address: Lot 15 Diamond Sands City: Jensen Beach State: FL 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 55.0 psf Floor Load: N/A psf This package includes 100 individual, Truss Design Drawings and 0 Additional Drawings. With m seal affixed to this sheet I hereby certify that I am the Truss Design Engineer and this index sheet Y � Y fY 9 9 conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date No. Seal# Truss Name I Date 11 IT11346953 IA01G 6/13/17 118 1 T11346970 1 A20G 6113/17 12 I T11346954 I A02 16/13/17 119 I T11346971 I B01 G 16/13/17 13 I T11346955 I A05G 16/13/17 120 I T11346972 1 B02 16/13/17 I 14 I T11346956 I A06 16/13/17 121 I T11346973 I B03 16/13/17 I 15 IT11346957 I A07 16/13/17 122 1T113469741B04 16/13/17 90" 16 I T11346958 I A08 16/13/17 123 I T11346975 I B05 16/13/17 J 17 I T11346959 I A09 16/13/17 124 I T11346976 I B06 16/13/17 I P EP, I T 18 IT11346960 IA10 16/13/17 125 1 T11346977 I B07 16/13/17 I g,. R ucie 19 I T11346961 l Al l 16/13/17 126 1 T11346978 I C01 G 16/13/17 110 IT11346962IA12 16/13/17 127 1T113469791CO2 16/13/17 Ill I T11346963 I A13 16/13/17 128 I T11346980 I CO3 16/13/17 J 112 I T11346964 I A14 16/13/17 129 I T11346981 I C04 16/13/17 I 113 I T11346965 I A15 16/13/17 130 I T11346982 I C05 16/13/17 I 114 IT11346966 IA16 16/13/17 131 IT11346983 I C06 16/13/17 J 115 I T11346967 I A17 16/13/17 132 I T11346984 I C07 16/13/17 I 116 IT11346968 I A18 16/13/17 133 I T11346985 I C08 16/13/17 I 117 I T11346969 I A19 16/13/17 134 I T11346986 I C09 16/13/17 J 11 The truss drawing(s)referenced above have been prepared by MiTekCFs��_ USA,Inc.under my direct supervision based on the parameters4>° provided by East Coast Truss. .,;. No :3 '6:9 Truss Design Engineer's Name: Lee, Julius 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 '"� S A' E OF ` that the engineer named is licensed in thejurisdiction(s)identified and that the oT ,�, w designs comply with ANSI/TPI 1. These designs are based upon parameters s� < p R O P.�!? shown(e.g.,loads,supports,dimensions,shapes and design codes),which were filerefer nice purpose ponly,and was not taken into account inothe Apreparation trs of � 11 t1 ®, these designs. MiTek has not independently verified the applicability of the design luaus Lee:PE.No 34(369: parameters or the designs for any particular building. Before use,the building designer MTek115A,Inc;FL deit6634 should verify applicability of design parameters and properly incorporate these designs ti904_Paike EasfBl&T9mpa'F 361`9 into the overall building design per ANSI/TPI 1,Chapter 2. Date:_ June 13,2017 Lee,Julius 1 of 2 RE: J33708- Burke Res Site Information: Customer Info: Phoenix Realty Homes, Inc. Project Name: Burke Residence Model: Lot/Block: Subdivision: Address: Lot 15 Diamond Sands City: Jensen Beach State: FL INo. 1Seal# Truss Name I Date No. I Seal# Truss Name I Date 35 IT11346987 IC10 6/13/17 178 IT11347030 JZEJ513 6/13/17 136 IT11346988 I C11 16/13/17 179 IT11347031 1ZEJ5C 16/13/17 I 137 IT11346989 I C12 16/13/17 180 IT11347032 IZEJ51) 16/13/17 I 138 IT11346990 I C13 16/13/17 181 IT11347033 1ZEJ5G 16/13/17 I 139 IT11346991 I C14 16/13/17 182 IT11347034 IZEJ5J 16/13/17 I 140 IT11346992 I C15 16/13/17 183 IT11347035 1ZEJ5K 16/13/17 I 141 IT11346993 I C16 16/13/17 184 IT11347036 1ZEJ5L 16/13/17 I 142 IT11346994 I C17G 16/13/17 185 IT11347037 1ZEJ5M 16/13/17 I 143 I T11346995 I D01 G 16/13/17 186 I T11347038 I ZEJ7 16/13/17 J 144 I T11346996 I D02 16/13/17 187 I T11347039 I ZEJ7A 16/13/17 I 145 I T11346997 I D03 16/13/17 188 I T11347040 I ZERB 16/13/17 I 146 I T11346998 I D04 16/13/17 189 I T11347041 I ZERC 16/13/17 I 147 IT11346999 I D05 16/13/17 190 I T11347042 I ZERG 16/13/17 I 148 I T11347000 I D06 16/13/17 191 I T11347043 I ZHJ3 16/13/17 I 49 IT11347001 I D07G 16/13/17 192 I T11347044 I ZHJ5 16/13/17 50 I T11347002 I E01 G 16/13/17 193 I T11347045 I ZHJ5A 16/13/17 151 I T11347003 I E02 16/13/17 194 I T11347046 I ZHJ5B 16/13/17 152 IT11347004 I E03 16/13/17 195 I T11347047 I ZHJ5C 16/13/17 I 153 I T11347005 I E04 16/13/17 196 I T11347048 I ZHJ5D 16/13/17 154 I T11347006 I E05 16/13/17 197 I T11347049 I ZHJ5E 16/13/17 I 155 IT11347007 I E06 16/13/17 198 I T11347050 I ZHJ5F 16/13/17 I 156 I T11347008 I E07 16/13/17 199 I T11347051 I ZHJ5G 16/13/17 I 57 IT11347009 I F01 G 16/13/17 1100 I T11347052 I ZHJ5H 16/13/17 I 158 IT11347010 I F02 16/13/17 159 IT11347011 I F03 16/13/17 160 IT11347012 I F04 16/13/17 I 161 IT11347013 I F05 16/13/17 I 162 IT11347014 I G01G 16/13/17 163 IT11347015 I G02G 16/13/17 164 IT11347016 I G03G 16/13/17 165 IT11347017 I H01G 16/13/17 166 IT11347018 I M01GE 16/13/17 I 167 IT11347019 I M02 16/13/17 168 IT11347020 I ZCJ1 16/13/17 169 IT11347021 I ZCJ3 16/13/17 J 170 IT11347022 I ZCJ3A I6/13/17 I 171 IT11347023 I ZCJ3B 16/13/17 172 IT11347024 I ZCJ3C 16/13/17 173 IT11347025 I ZCJ3D 16/13/17 174 IT11347026 I ZCJ3E 16/13/17 175 IT11347027 I ZEJ3 16/13/17 I 176 IT11347028 I ZEJ5 16/13/17 I 77 IT11347029 I ZEJ5A 16/13/17 I 2 of 2 I .ob , Truss Truss Type Qty Ply Burke Res T11346953 J33708 A01G HIP GIRDER 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:52 2017 Page 1 I D:—YlxsB GoL819 MC4kOA4rJGzGI S n-0JMju kLzl—vM bE7 LCI sE9 M qV1 LJf8GELd81ZFBz61Dj 1 8-0 3-8-15 7-M B-4-0 11-1-11 14-2-14 1-8-0 3-8-15 3-3-1 1-4-0 2-9-11 3-1-3 Scale=1:27.5 4x4 = 4x4 = MWFRS WIND PER FOR IN THIS JOB. 4 5 18 6.00 12 3x4 6 4x4 m m d 3 d_ 19 A 4x4 I I m 2s 7 sms 188HS 4x4 (20 d 12 11 21 10 2 tx4 II '1Id0 4x4 ' a VERTICAL SUPPORT OF FREE END 9 8 3x8% 4.00 12 OF CHORD IS REQUIRED. 3x6 II 2-0-0 10-4-0 38�5 7-0-0 84-0 11-1-11 14-2-14 3-B-15 3-3-1 1-41 2-9-11 3-1-3 Plate Offsets(X,Y)— r2:0-2-4,0-0-81,f2:0-1-7,Edgel,f7:0-2-8.0-1-51,f7:Edge.0-5-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.64 Vert(LL) 0.47 12-13 >358 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.89 Vert(TL) -0.55 12-13 >306 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.26 8 n1a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-MS Weight:77Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 3-0-4 oc purlins, 1-4:2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP 285OF 1.8E'Except* BOT CHORD Rigid ceiling directly applied or 4-0-9 oc bracing. 8-9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 7-8:2x6 SP No.2 Installation auide, OTHERS 2x4 SP No.3 WEDGE Left:2x4 SP No.3 REACTIONS. (lb/size) 8=1876/Mechanical,-2=1591/0-8-0 Max Horz 2=208(LC 31) Max Uplift 8=-1482(LC 8),2=1371(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=4766/3661,3-4=2483/2009,4-5=-2223/1940,5-6=-2487/2051,6-7=3163/2520, 7-8=1855/1494 BOT CHORD 12-13=-2993/3851,11-12=-1627/2223,10-11=2168/2794,7-10=-2175/2801, 2-13=3259/4234 WEBS 3-12=-1744/1416,4-12=528/783,5-11=703/846,6-11=-743/644,3-13=-929/1352 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=6.Opsf;1=39ft;11=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 chard 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)Refer to girder(s)for truss to truss Connections. 9)Bearing atjoint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 8=1482,2=1371. 11) Hanger(s)or other Connection device(s)shall be provided sufficient to support Concentrated load(s)185 lb down and 224 lb up at 7-0-0,23 lb down and 62 lb up at 9-0-12,and 336 lb down and 345 lb up at 11-0-12,and 264 lb down and 118 lb up at 13-0-12 on top Chord,and 516 lb down and 425 lb up at 5-0-12,205 lb down and 171 lb up at 7-0-12,317 lb down and 301 lb up at 9-0-12, and 15 lb down at 11-0-12,and 367 lb down and 457 lb up at 13-0-0 on bottom chord. The design/selection of such connection ®WARNING-Verify design parameters and READ NOTES ON TNIS 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 chard members only.Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 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,Alexandda,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qry Ply Burke Res T11346953 J33708 A01G HIP GIRDER 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:52 2017 Page 2 I D:_YlxsB Go L819MC4kOA4rJGzGI Sn-OJ MjukLzl_vMbE7 LCI sE9MgVl LJf8GELd8lZFBz61Dj NOTES- 12) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-5=-90,5-7=-90,7-13=-20,13-15=-20,8-9=-20 Concentrated Loads(lb) Vert:4=55(F)12=-205(F)6=276(F)10=1(F)19=11(F)20=516(F)21=317(F)22=-367(F) ©wARNING-Verily 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 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 31Z Alexandria,VA 22314. Tampa,FL 36610 I dob • Truss Truss Type Qty Ply Burke Res T11346954 J33708 A02 ROOF SPECIAL 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:53 2017 Page 1 1 D:_YlxsBGoLB19MC4kOA4rJGzGISn-U Ww554Mb311 CDNiXm7NTiZNeRIfKtrZUsoU6nez61 Di 7-8-0 i 13-0-0 14-2-14 1-8-0 2-10 5-0-05-4-0 1-2-14 Scale=1:31.2 5x6= 4 6.00 12 T 1x4 II N c 3 4x4 I 2 5 ob 8 4x4 Id d I 1 e e 1x4 11 6x8M18SHS = 1x4 II e VERTICAL SUPPORT OF FREE END 7 6 3x4; 4.80 12 OF CH ORD IS REQUIRED. 3x6 II 10 a-o z-a-o 7-e-o 13-0-0 1a-z-1a 2410 5-0.0 5-4-0 1-2-14 Plate Offsets(X.Y)— r2:0-2-4.0-0-81,r2:0-1-7.Edgel,r5:0-0-4,0-0-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.77 Vert(LL) 0.50 8-9 >334 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(TL) -0.59 8-9 >287 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(TL) 0.28 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:59 lb FT=0% LUMBER- BRACING- , TOP CHORD 2x4 SP No.1`Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.t"Except* MiTek recommends that Stabilizers and required cross bracing 6-7:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer WEBS 2x4 SP No.3*Except* Installation guide. 5-6:2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=937/0-8-0,6=780/Mechanical Max Horz 2=225(LC 7) Max Uplift 2=-809(LC 8),6=-533(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1292/707,3-4=1124/832,4-5=1232/847,5-6=-760/545 BOT CHORD 2-9=521/1011,8-9=569/1001,5-8=568/1001 WEBS 4-8=88/354 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Refer to girder(s)for truss to truss connections. 8)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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=809,6=533. 10)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®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 bullding component,not a truss system.Before use,the building designer must verily the applicabirdy,of design parameters and properly incorporate this design Into the overall But MiTek' building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Addillonal temporary and permanent bracing �y�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 oftrusses 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,Alexandda,VA 72314. Tampa,FL 36610 I .job • Truss Truss Type Qty Ply Burke Res T11346955 J33708 A05G ROOF SPECIAL GIRDER 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:54 2017 Page 1 I D:—YIxsB Go L819 MC4kOA4rJGzGI S n-yiUTJQN Egb93rXHj Kjvi Envm—g DNc8g e5S EfJ4z6l Dh 1 -0-15 7 8-0 12-2 4 14-5 8 17-9-11 21 8-8 25-75 29-9-11 1-8-0 4-0-15 3-7-1 4 6 4 2-3.4 3-4 3 3-10-13 3-10-13 4-21 Scale=1:59.4 3x4= 6x8 i 12 3x4 1x4 II 11 4x4 = 10 4 3x8 `4 6.00 12 g 9r4 3x4 i 7x10 M18SHS= 6x8 M18SHS= 25 2x4 II 3x4= n 3 5 6 7 0 4 i 2 j4 21 20 19 18 17 16 15 14 13 3x4 = 2x4 II 6x8 M18SHS= 7x10 M18SHS= 7x10 M18SHS= 4x8= 3x8 = 2x4 II 7x10 = 4x6 = 4-0-15 7-8-0 12-2-4 14-5$ 17-9-11 21-8-8 25-7-5 29-g-11 4-0-15 3-7-1 4-613 23-4 31 3-10-13 3-10-13 4-2-6 Plate Offsets(X,Y)— f5:0-4-8.0-3-81.f8:0-2-12,0-2-81 f12:0-2-0,0-3-01,f15:0-3-8 0-2-01.il6:0-5-0.0-4-81 f18:0-2-8 0-5-81 f19:0-5-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.98 Vert(LL) 0.91 18 >390 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -1.19 18 >300 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.82 Horz(TL) -0.10 25 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MS Weight:869 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied or 5-4-1 oc purlins, 5-8:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP SS`Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 16-19:2x8 SP SS WEBS 2x4 SP No.3*Except* ALL CONCENTRATED LOADS 5-20,8-15:2x4 SP No.2,6-18:2x6 SP No.2 MUST BE EQUALLY DISTRIBUTED OTHERS 2x4 SP No.3 TO EACH PLY OF THE TRUSS. REACTIONS. (lb/size) 2=4641/0-8-0,25=430510-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-3281(LC 8),25=-3106(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=9240/6155,3-4=-9388/6385,4-5=-9038/6117,5-6=-33725/22528,6-7=-33724/22526, 7-8=-32052/21247,8-9=1003616372,9-10=-3474/2082,10-12=-3485/2330 BOT CHORD 2-21=6162/8210,20-21=6162/8210,19-20=19653/28412,18-19=-19645/28399, 17-18=21879/32038,16-17=18244/26838,15-16=-18228126816,14-15=6241/8957 WEBS 3-21=-406/399,3-20=-523/519,4-20=-5142/7721,5-20=-21460/14404,5-19=-531/498, 5-18=-4197/6344,6-18=-303/267,7-1 8=-1 64412150,8-16=-1554/1142, 8-15=19225/12904,9-15=-5161/7827,9-14=7969/5492,10-14=395/493, 12-14=-4403/6201,7-17=-2722/1970,8-17=5036/7205 NOTES- 1)NA 2)4-ply truss to be connected together with 10d(0.131"xY)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:2x6-3 rows staggered at 0-4-0 oc,2x8-4 rows staggered at 0-4-0 oc. Webs connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at D-9-0 oc. Attach BC w/1/2"diam.bolts(ASTM A-307)in the center of the member w/washers at 4-0-0 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)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 fora 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 chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Bearing at joint(s)25 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ant ®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 M 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 ANSVTPII quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job s Truss Truss Type Qty, Ply Burke Res T11346955 J33708 A05G ROOF SPECIAL GIRDER 1 w Y Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:54 2017 Page 2 I D:_YlxsBGoL819 MC4kOA4rJGzGI Sn-yi UTJ QNEgb93rXHj KjviEnvm_90Nc89e5S EfJ4z61Dh NOTES- 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=3281,25=3106. 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)5559 lb down and 3817 lb up at 14-5-7 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=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-5=90,5-8=90,8-12=-90,2-13=-20 Concentrated Loads(lb) Vert:18=5559(F) ®WARNING-Veriry 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 far 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 i� Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the piTek' fabdcatlon,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 dob Truss Truss Type Qty Ply Burke Res T11346956 J33708 A06 Roof Special 1 1 Jab Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:55 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-Qu2rWmOsbvHwShswuQQxn_SyBZKYLZdnJ6zDsWz61 Dg 1 8 0 , 7-8-0 11 8-0 15-0 0 18 3-15 23-11-1 29-9-11 1-8-0 7-8-0 4-0-0 34-0 T4 5-7-2 5-10-10 Scale=1:60.0 3x4 = 4x6 = 8 4x6 = 3x6 7 3 6.00 12 13 14 6x8 = tx4 II 6x8 = 1 20 4 5 0 d m 4 m N ry' N 2 N $I1 15 14 13 12 11 10 9 3x6 = 4x6 = 3x8 M18SHS= 1x4 I I 4x8= 3x8 = lx4 II 3x8 = -8-0i 5-0 8-3-5 9-9--1 2 11 7-8-0 4-0-0 3 4-0 3 4-05-10.10 Plate Offsets(X.Y)— i2:0-6-0.0-0-31.(4:0-5-4,0-3-01.I6:0-5-4.0-3-01.110:0-3-8.0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.95 12 >374 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(TL) -1.25 12 >285 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.93 Horz(TL) -0.10 20 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:166 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 4-15.7-9 8-9:2x4 SP No.2 2 Rows at 1/3 pts 6-10 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1810/0-8-0,20=157610-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1339(LC 8),20=-1238(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2747/1698,34=2622/1734,4-5=-6134/3715,5-6=-6134/3715,6-7=1919/890, 9-16=-1010/1426,8-16=-1010/1426 BOT CHORD 2-15=-2059/2313,14-15=-4223/5772,12-14=-4218/5774,11-12=-3928/5821, 10-11=-3934/5816,9-10=1250/1658 WEBS 3-15=981/1786,4-15=-3836/2400,4-12=230/415,5-12=306/362,6-12=-450/361, 6-10=-4395/2838,7-10=-834/1544,7-9=-2083/1561 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)The solid section of the plate is required to be placed over the splice line at joint(s)13. 5)Plate(s)at joint(s)3,4,6,8,9,2,15,14,12,5,11,10,7 and 16 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)13 checked for a plus or minus 5 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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)Bearing at joint(s)20 considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1339,20=1238. 11)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. ®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 MT60 connectors.This design Is based only upon parameters shown,and Is for an individual building component,not �® a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into 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" l Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the �AiTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPN 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 I Job 0 Truss Truss Type Qty Ply Burke Res T11346957 J33708 A07 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:56 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzG1Sn-u5cEj60UMDPn4rR6R8xAJC?70zjn41 ZxYljmOzz6lDf 1 8 0 7-8-0 11-2-0 15-0-0 18-9-15 24-2-1 29-9-11 I V 7-8-0 3-0-0 3-10-0 3 10-0 5-4-2 5-7-10 Scale=1:57.9 3x4= 4x6= 8 3x6 44 = 7 3 6.00 12 S 5x8 = lx4 II 5x8 = 1 20 4 5 0 d 4 m N ,I N $I1 15 14 13 12 11 10 9 3x6 = 34= lx4 II 3x8 M18SHS = lx4 II 4x8= 3x8= 3x8= 7-8-0 11-2-0 15-0-0 18-9-15 24-2-1 �9-9-11 7-8-0 3-0-0 3-1 0-0 3-10-0 5 4-2 5-7-10 Plate Offsets(X.Y)— (4:0-5-4,0-2-81,(6:0-5-4,0-3-01.f10:0-3-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0_ Plate Grip DOL 1.33. TC 0.94 _Vert(LL) 0.78 12 >457 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.75 Vert(TL) -1.01 12 >351 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) -0.12 20 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:167 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.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3`Except` WEBS 1 Row at midpt 4-15,6-10,7-9 8-9:2x4 SP No.2 [MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be Installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=180910-8-0,20=1578/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1339(LC 8),20=-1238(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2752/1701,3.4=-2618/1746,4-5=-5463/3338,5-6=-5463/3338,6-7=1825/831, 9-16=1023/1435,8-16=1023/1435 BOT CHORD 2-15=2061/2318,14-15=3773/5039,12-14=3769/5042,11-12=-3470/5085, 10-11=-3474/5079,9-10=1175/1555 WEBS 3-15=-1004/1807,4-15=-3201/2013,4-12=280/484,5-12=-370/423,6-12=-509/435, 6-10=3803/2481,7-10=-844/1534,7-9=2014/1513 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)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 atjoint(s)20 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) 2=1339,20=1238. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verfly 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 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 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 ANSIRP11 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,Alexandda,VA 22314. Tampa,FL 36610 dob a Truss Truss Type Oly Ply Burke Res T11346958 J33708 A08 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:57 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-NHAcxSP67 WXei?01?rSPsPXI DM_4pSF4nPSKwPz61De 7-8-0 t3-10-9, 11-8-0 15-8-15 21-1-0 25-3-12 29- 8 9-11 1 -0 7 8-0 1-2-9 2-9-7 4-0-15 5 4-7 4-2, 45 Scale=1:59.9 3x4 = 4x6 = 9 4x8 44= 8 3x4 I I 3 6x8= 3x8 = 5x5 = m 6.0o 12 4 5 6 1 22 23 24 m o 4 2 I� 1 13 12 11 10 d 17 16 15 1x4 II 5x10 = 3x4 — 4x6 M = 5x10 =3x4 II 6x8 = 8-0-9 0-0-0 -8 8-10-9 1-9-7 -0-0 4-0-15 5-4-7 8-8-5 Plate Offsets_(X,Y)— r4:0-5-4,0-3-01,f14:0-2-12,Edgel,N7:0-24,0-241 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 -TC 0.91 Vert(LL) 0.70 13-14 >505 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(TL) -0.91 13-14 >392 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(TL) -0.13 22 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:173 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: 5-16:2x4 SP No.3 6-0-0 oc bracing:14-16 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-12,8-10 9-10,8-12:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1822/0-8-0,22=1587/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1329(LC 8),22=-1235(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2786/1709,3-4=-3245/2071,4-5=-4047/2746,5-6=-4144/2819,6-7=3778/2180, 7-8=4430/2660,1 0-1 8=-1 07811495,9-18=-1078/1495 BOT CHORD 2-17=-2073/2354,16-17=-425/384,5-14=423/448,13-14=-3427/4582,12-13=3427/4582, 10-12=1012/1289 WEBS 3-17=-1057/2064,4-17=-2976/2013,14-17=-2088/2757,4-14=-1639/2171,6-14=491/328, 6-12=901/893,7-12=2311/1567,8-12=-2519/3866,8-1 0=1 84511466 NOTES- 1)Wind:ASCE 7-10;VuB=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Bearing atjoint(s)22 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1329,22=1235. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. R 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- a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into 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 ahvays required for stability and to prevent collapse 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 L job Truss Truss Type Qty Ply Burke Res T11346959 3708 A09 Roof Special 1 1 J3 Job Reference a tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:57 2017 Page 1 ID:—YlxsBGo L819MC4kOA4rJGzGI S n-N HAcxSP 67 WXei?01?rS PsPXM DM 1 I pVd4n PSKwPz61De -1-841 , 4-5-15 8-6-0 11-M 15-10-017-4-9 21-7-6 25-6-12 29-9-11 1-8-0 4-5-15 3-2-0 4-2-0 1-0-9 4-2-13 3-11.6 4-2-14 Scale=1:58.3 3x4= 4x6= 10 3x10 i 4x8 3x4 II 4x8= 9 4 5 4x4 = 4x6 = 6.00 12 24 7 1.3 1x4 Q 1923 m 3 m v v 1 2 14 13 11 Id 18 17 16 12 3x4= 3x4 = 3x8= 4x4 = 3x12= 3x4 II 4x12= 5x8= B-6-0 0-8-0 -8-0 5-0-0 -&6 9-9- 8-0-0 2-2-0 1 4-21 5-9-0 8-25 Plate Offsets(X.Y)— f4:0-5-4.0-2-01.f6:0-5-4,0-2-01.115:0-2-12.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.66 Vert(LL) 0.53 13-14 >677 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.66 13-14 >643 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) -0.14 23 n/a n/a BCDL 10.0 Code FBC2014(rP12007 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. Except: 5-17:2x4 SP No.3 6-0-0 oc bracing:15-17 WEBS 2x4 SP No.3`Except' WEBS 1 Row at midpt 9-13.9-11 10-11,9-13:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1814/0-8-0,23=1595/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1318(LC 8),23=-1245(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2990/1955,3-4=2627/1706,4-5=-2991/2148,5-6=-3045/2195,6-7=3638/2416, 7-8=3351/1943,8-9=3921/2369,11-19=1103/1514,10-19=-1103/1514 BOT CHORD 2-18=-2391/2588,17-18=-330/228,5-15=331/421,14-15=-2590/3316,13-14=-3035/4039, 11-13=946/1202 WEBS 3-18=386/482,4-18=-477/518,15-18=-1714/2155,4-15=1121/1519,6-15=-329/130, 6-14=765/1450,7-14=-1545/941,7-13=-842/820,8-13=-2056/1406,9-13=-2310/3491, 9-11=-1811/1440 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39R;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 jive 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 atjoint(s)23 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1318.23=1245. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'/"gypsum sheetrock be applied directly to the bottom chord. ®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 property Incorporate this design Into the overall Na building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" lek" is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding tha fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DS"9 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 I Job Truss e Truss Type City Ply Burke Res T11346960 J33708 A10 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:58 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-rTL8oQkugtVJ9aUZZzePd4UXmNDYvTD03CtTrz61Dd 10-6-0 13-10-0 16-10-9 22-1-6 29-9-11 1-8-0 5-5-15 5-0-1 3-4-0 3-0 9 5-2-13 7-85 Scale=1:56.8 3x4 = 4x6 = 8 Sx5 = 4x4 = 4 4x4 = 5x5 = 6.00 12 6 1 x4 \\ W 1 19 3 m m n o '1i 4 �1 2 , 14 13 12 11 10 9 3x4 = 3x4 = 4x4 = 3x4 = 3x8 = 3x4 = 3x8 = 7-8-6 13-10-0 22-1-6 29-9-11 7-8-0 6-1-10 8-31 7-85 Plate Offsets(X,Y)— F2:0-0-3,Edgel.14:0-2-8.0-2-41 I7:0-2-8.0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) 0.37 10-12 >949 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(TL) -0.56 10-12 >637 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) -0.34 19 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:174 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 7-9 WEBS 2x4 SP No.3'Except' MiTek recommends that Stabilizers and required cross bracing 8-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1799/0-8-0,19=1588/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1328(LC 8),19=-1249(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2945/1928,3-4=-2653/1842,4-5=2244/1633,5-6=-2546/1730,6-7=2496/1415, 7-8=267/32,9-15=-881/1329,8-15=881/1329 BOT CHORD 2-14=-2348/2540,12-14=1812/2050,10-12=2399/3072,9-1 0=-1 799/2474 WEBS 3-14=-446/559,4-14=381/512,4-12=-136/379,5-12=504/847,6-12=1325/858, 6-10=720/734,7-10=309/577,7-9=2679/1930 NOTES- 1)Wind:ASCE 7-10;Vu@=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Bearing at joint(s)19 considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1328,19=1249. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312016 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 ANSVTPFI Quality Criteria,DSB-89 and BCSI Building Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 lob Truss Truss Type Qty Ply Burke Res T11346961 J33708 All Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:45:59 2017 Page 1 I D:_YIxsBGoL819MC4kOA4rJGzGI Sn-JgHMMBRMf8nMxl9h7GUtxgdfXAjdHMINEjxQ?HZ6lDC -1-8-0 6.0-15 1010 12-2-0 1.5 4-0 16-4- 22-7-6 29-9-11 1-8-0 6-0-15 4-7-1 15-0 3-2-0 -0-9 6-2-13 7-25 Scale=1:62.6 3x4 = 46= 5x8= 8 2x4 II 5 4 4x8 M18SHS ll 4x8 M18SHS = 6.00 12 3x4 6 W 3 23 11 22 v �1 2 2 17 16 15 12 11 10 9 3x4—_ 5x5= 3x4 II 3x4 11 5x5= 3x8= 5x8 = 5x8 = 6-0-5 -8-0 5 6 - 22-7-6 29- - 6-0-15 4-7-1 -0-0 35-0 -0-9 6-2-13 7-25 Plate Offsets(X.Y)— f6:0-1-11.0-2-01.f7:0-5-4.0-2-41.I13:0-2-12 0-2-81.I14:0-2-12.0-3-01 f17:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.86 Vert(LL) 0.51 12 >702 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.80 Vert(TL) -0.63 13-14 >565 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(TL) -0.31 22 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:198 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: 4-16,6-11:2x4 SP No.3 10-0-0 oc bracing:14-16,11-13 WEBS 2x4 SP No.3`Except* WEBS 1 Row at midpt 7-9.5-13,7-13 8-9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer [Installation cluide. REACTIONS. (lb/size) 2=1823/0-8-0,22=1604/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1318(LC 8).22=-1235(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2945/1793,3-4=2759/1875,4-5=-2688/2018,5-6=-3986/2683,6-7=3562/2321, 7-8=257/21,9-18=899/1374,8-18=899/1374 BOT CHORD 2-17=-2203/2560,4-14=-225/290,13-14=1802/2146,6-13=-2186/1639,10-11=-296/419, 9-1 0=-1 606/2242 WEBS 3-17=-301/400,14-17=1984/2355,5-14=688/872,10-13=-1308/1831,7-10=-96/268, 7-9=2500/1772,5-13=-1406/2262,7-13=1239/1498 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)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)22 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 Gt=lb) 2=1318,22=1235. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®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 deslgn 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 ANSVTPII Quality Cdterla,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 Burke Res T11346962 J33708 Al2 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:00 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-nsrkZTR QRvDZSktg_?6U29pza210pPWTNh_Xkz6lDb -1.8-0 6-0-15 10-8-0 12-2-0 15-4-0 151 9 23-1-6 29-9-11 1 8-0 6-0-15 4-7-1 1-&-0 3-2-0 0-0 7-2-13 6-8-5 Scale=1:59.9 3x4= 4x6= 5x8 = 8 2x4 II 5 6.00 12 4 6x6 ll 5x8— s 3x4 3 23 11 22 o n 4 $j1 2 17 16 15 12 11 10 9 3x4= 5x5= 3x4 II 3x4 II 5x5 = 3x8= 5xB = 4x10 = 6-0-5 -8-0 -8 5 --6 9-9-1 6-0-15 4-7-1 -0-0 3�-0 -0-0 6-9-0 6-8-5 Plate Offsets(X.Y)— f6:0-1-15,Edgel f7:0-5-4.0-2-81 f13:0-4-0,0-2-41.114:0-2-12.0-3-01 f17:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.95 Vert(LL) 0.49 12 >720 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.61 13-14 >582 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Horz(TL) -0.29 22 n/a n/a BCDL 10.0 Code FBC2014/•TPI2007 Matrix-AS Weight:201 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: 4-16,6-11:2x4 SP No.3 10-0-0 oc bracing:14-16,11-13 WEBS 2x4 SP No.3"Except* WEBS 1 Row at midpt 7-9.5-13,7-13 8-9:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1825/0-8-0,22=1607/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1316(LC 8),22=-1233(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2951/1791,3-4=2766/1872,4-5=2695/2016,5-6=-3881/2605,6-7=3444/2242, 9-18=931/1403,8-18=931/1403 BOT CHORD 2-17=2202/2563,4-14=-225/293,13-14=1799/2151,6-13=-2122/1605,10-11=-260/379, 9-10=1446/2013 WEBS 3-17=301/398,14-17=1980/2361,5-14=688/875,10-13=-118411640,7-9=-2332/1659, 5-13=-1295/2110,7-13=-1313/1628 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Bearing at joint(s)22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(it--lb) 2=1316,22=1233. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''Y."gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 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 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 ANSVTPI1 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 .lob ♦ Truss Truss Type Qty Ply Burke Res T11346963 J33708 A13 Roof Special 1 1 Job Reference o floral East Coast Truss, Ft.Pierce,_FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:01 2017 Page 1 ID:uV2KBnliJ63gk136jzs2RPzG_x-F2P7npSdBI14AcJ3EhXLOFi?T_OLIGcgi1QX3Az61Da 1 8-0 6-0-15 10 e-0 12-2-0 15 4-0 15 11 23-0-9 29-9-11 1 e-0 6-0-15 4-7-1 1-6-0 3-2-0 7 7-1-3 6-9-2 Scale=1:59.9 3x4= 4x6= 5x8 = 8 2x4 II 5 4 7x6 ll 5x8= 6.00 12 6 3x47�5- 3 23 1 22 r co ( d h d 1 2 17 16 15 12 11 10 9 to 3x4= 5x5= 3x4 II 3x4 II 5x5 = 3x8= 5x8 = 4xl0 = 6 -5 0 - -8 -0 -0-9 9-9- 6-0-15 4-7-1 -0-0 3-8-0 -0-0 6-8-9 Plate Offsets(X,Y)— T7:0-5-4.0-2-81.113:0-3-0.0-2-41 T14:0-2-12,0-3-01 T17:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.83 Vert(LL) 0.48 12 >737 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.79 Vert(TL) -0.60 13-14 >594 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) -0.29 22 n/a n/a BCDL 10.0 Code FBC2014rrPI2007 Matrix-AS Weight:200lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:14-16,11-13 4-16,6-11:2x4 SP No.3 WEBS 1 Row at midpt 7-9,7-13,5-13 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 8-9:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=1825/0-8-0,22=1607/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1316(LC 8),22=-1233(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=2952/1792,3-4=2766/1872,4-5=-2696/2018,5-6=-3911/2632,6-7=3397/2210, 9-1 8=-928/1400,B-18=-928/1400 BOT CHORD 2-17=2203/2564,4-14=-227/296,13-14=1798/2151,6-13=-2107/1596,10-11=-254/366, 9-10=1468/2044 WEBS 3-17=301/398,14-17=1980/2361,5-14=691/877,10-13=-1212/1685,7-9=-2355/1675, 7-13=1252/1543,5-13=-1327/2148 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Bearing atjoint(s)22 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(lt=1b) 2=1316,22=1233. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7477 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 No 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 fabricaton,storage,delivery,erection and bracing oftrusses 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,Alexandra,VA 22314. Tampa,FL 36610 iob . Truss Truss Type Qty Ply Burke Res T11346964 J33708 A14 Roof Special 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:02 2017 Page 1 ID:uV2KBnIiJ63gkl36jzs2RPzG x-jFzV 9TFy39xomuGoO2aZTFAjNmfUkApwhA4ccz61DZ , 6-0-15 10-a-0 ,12-2-0 15-4-0 16-5$ 22-0-9 29-9-11 1 8-0 6-0-15 4-7-1 1-0-0 3-2-0 1-1-0 6-1.3 7-3-2 Scale=1:60.6 3x4 = 4x6= 4x6 = 9 2x4 II 5 4 2x4 II 6.00 FIT 2 4x8 = 5k5= 3x4! 7 '4 3 4 1 23 r-' m d, d 4 4 4 �1 2 14 Id 18 17 16 13 12 11 10 3x4= 5x5 = 3x4 II 5x8 = 3x4= 3x8= 5x8= 2x4 II 4x6 = -8 -5 F-9 9-9- 6-0-15 4-7-1 -0-0 3-8-0 1-1-6 6-1-3 7-3-2 Plate Offsets(X.Y)— f5:0-2-4,0-1-41 (7:0-5-4.0-2-41 (8:0-2-8,0-3-41 f14:0-2-4.0-2-81 f15:0-2-12.0-3-01.f18:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.43 14-15 >826 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.66 Vert(TL) -0.53 14-15 >666 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) -0.34 23 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:200 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: 4-17,6-13:2x4 SP No.3 10-0-0 oc bracing:15-17 WEBS 2x4 SP No.3*Except* WEBS 1 Row at midpt 8-10 9-10,12-14:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=181510-8-0,23=159510-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1323(LC 8),23=1241(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2930/1805,3-4=-2734/1887,4-5=2666/2040,5-6=-3540/2499,6-7=3543/2384, 7-8=2280/1278,8-9=-258/23,10-19=-900/1359,9-19=-900/1359 BOT CHORD 2-18=2214/2549,17-18=-251/263,4-15=239/312,14-15=4807/2125,12-13=278/257, 11-12=2296/3003,10-11=1639/2258 WEBS 3-18=-293/399,15-18=1985/2311,5-15=709/868,12-14=-2407/3269,7-14=-331/229, 7-12=4622/1323,7-11=-876/779,8-11=-317/600,8-10=-2506/1801,5-14=4265/1942 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Bearing at joint(s)23 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1323,23=1241. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and M."gypsum sheetrock be applied directly to the bottom chord. ®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 MITek9 connectors.This design is based only upon parameters shown,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 andfor 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 aoti Truss Truss Type City Ply Burke Res T11346965 J33708 A15 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:03 2017 Pagel ID:uV2KBnliJ63gkl36jzs2RPzG_x-BRXtBVUGMHoQwTSM6Zp5gnLBn5oDDly9Lve83z61DY 6-0-15 5M �12:2-o 15-4-0 3s-11-1oi 22-0-5 29-9-11 --- 1-8-0 6-0-15 4-7-1 1-6-0 3-2-0 1-7-10 5-0-11 7-9-6 Scale:3/16"=l' 3x4= 4x6 = 5x6= 9 2x4 I 5 n42x,, II 6.00 12 6x6= 4x8 = 3x4% u? n' 3 24 ul d d d 4 4 4 2 10 1 jo 19 18 17 14 13 12 11 10 3x4 —_ 5x5 = 3x4 II 5x8—_ 3x4 = 4x6= 5x8— 3x4 II 44= 16-11-10 6-0-15 10-a-0 11 15-4-0 1 1 22-OS 29-9-11 6-0-15 4-7-1 1-0-0 3-8-0 Sb11 7-9-6 1-1-10 Plate Offsets(X.Y)— I7:0-5-4,0-2-01.f15:0-2-0.0-2-121.f16:0-2-12,0-3-01.119:0-2-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) 0.47 14 >750 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.73 Vert(TL) -0.60 15-16 >596 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(TL) -0.35 24 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:199 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2`Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-9:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:16-18,13-15 4-18,6-13:2x4 SP No.3 WEBS 1 Row at midpt 5-15 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 8-10 9-10,12-15:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 2=1821/0-8-0,24=1601/0-3-8 Max Horz 2=941(LC 8) Max Uplift 2=-1319(LC 8),24=-1236(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2940/1796,3-4=-2750/1877,4-5=-2679/2024,5-6=-3819/2623,6-7=-3756/2428, 7-8=2559/1419,8-9=-272/30,10-20=-862/1338,9-20=-862/1338 BOT CHORD 2-19=-2206/2567,18-19=-249/250,4-16=229/298,15-16=-1803/2151,6-15=-230/312, 12-13=305/299,11-12=2365/3177,10-11=-1809/2537 WEBS 3-19=-299/399,1 6-1 9=-1 97912343,5-16=692/866,12-15=-2447/3415,7-15=-454/378, 7-12=1727/1299,7-11=-785/687,8-11=-293/584,8-10=-2732/1930,5-15=-1363/2151 NOTES- 1)Wind:ASCE 7-10:Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.0psf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever fight 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)Bearing at joint(s)24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1319,24=1236. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and'h"gypsum sheetrock be applied directly to the bottom chord. ®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 WOW building design.Bracing Indicated is to prevent buckling of individual truss web andfor chord members only.Additional temporary and permanent bracing i V l 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 ANSVTPIl Quality Criteria,OSB-89 and BCSI Bullding Component 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 i I c'ob • Truss Truss Type Qty Ply Burke Res T11346966 J33708 A16 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:04 2017 Pagel I D:—YlxsBGoL819MC4kOA4rJGzGISn-fd5FPrVVTgPfl42evp42euKYgBOKydo60?fBgVz61DX 6-0-15 i 10.8-0 12-2-0 17-6-2 21.5.13 26-4-15 27-5-7i 29-9-11 6-0-15 47-1 1-6-0 1 3-11-11 4-11-2 1-0-8 2-4-4 Scale=1:59.0 5x8 M19SHS= 3x4 = 4x6= 6x8= 8 9 3x4 i 5 4 6.00 12 4x12 = 3x4! 4x6 — 819 3 26 v c 0 $j1 17 18 15 14 Id 21 20 13x8= 3x4 = 4x4 = 12 11 10 3x4 5x5= 3x4 II 1x4 II 2x4 II 4x4= 5x8 = 12-2-0 6-0-15 I 10b-0 i143i 17-6-2 21-5-13 26-0-15 27-5-7, 29-9-11 6-0.15 47-1 1-0-0 5-4-2 3-11-11 411-2 1-0-e 2:4 OSO Plate Offsets(X.Y)— 18:0-3-3.Edge1.19:0-1-8.0-3-01,113:0-2-12,0-2-41,f18:0-6-0.0-2-121.121:0-2-8,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.70 Vert(LL) 0.52 16 >686 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.90 Vert(TL) -0.65 16-17 >549 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) 0.14 26 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:203 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: 4-20,8-11:2x4 SP No.3 6-0-0 oc bracing:11-13 WEBS 2x4 SP No.3 10-0-0 oc bracing:18-20 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-17,7-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1817/0-8-0,26=1610/0-3-8 Max Horz 2=838(LC 8) Max Uplift 2=-1346(LC 8).26=-1206(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2928/1853,3-4=-2711/1918,4-5=-2406/1843,5-6=-2522/1785,6-7=4126/2742, 7-8=853/393,8-9=-648/490 BOT CHORD 2-21=2153/2555,20-21=321/436,4-18=317/412,17-18=-1926/2350,16-17=3094/4148, 14-16=2509/3469,13-14=2512/3464,8-13=216/367 WEBS 3-21=277/387,18-21=1854/2144,3-18=229/251,5-17=-1186/1729,6-17=-2239/1500, 6-16=428/483,7-16=-697/829,7-13=-3116/2237,9-13=-1316/1730,4-17=-508/478 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)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)26 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) 2=1346,26=1206. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Vwfry 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 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 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,Alexandda,VA 22314. Tampa,FL 36610 -Job Truss Truss Type Qty Ply Burke Res J33708 A17 Roof Special 1 1 T11346967 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:05 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-8gfdcBV7E_XWIDdrTXbHB5tggbjRh7vFdf01Cxz61D W i -1-8-010.8-0 12-2-0 18-0-10 20-11-5 25-3.7 26-4-15i 29-9-11 1-8-0 0.0.15 47-1 1-6-0 5-10-10 2-10.11 4-4-2 1-1-8 3-4.12 Scale=1:57.8 4x6 = 3x4 = 44 = 3x4 i 5 3x4 = 5x8 = 4 8 9 10 6.00 12 3x4 Sx5 = 4x6= 11 3 6 2 27 m ' m C6 'h o � d ri 2 18 17 16 15 Id 22 21 20 3x8 = 5x6 1NB= 13 12 11 3x4 = 5x5 = 3x4 I 3x4 —_ 4x8 = 2x4 II 4x4= 5x8 = 12-2-0 274-15 i 6-0.15 10.8-0 pt-8-0 18-0-10 20.11-5 253-7 26d-15 2&9-11 6-0-15 147-1 ." 5-10-10 2-10-11 4-42 1-1A 1�0 2-4-12 o-60 Plate Offsets(X,Y)— 1`10:0-1-8,0-3-01.114:0-5-8,0-2-41 I19:0-6-0.0-2-121 I22:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.87 Vert(LL) 0.57 16 >625 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.97 Vert(TL) -0.70 15-16 >505 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.10 27 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:205 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: 4-21,9-12:2x4 SP No.3 6-0-0 oc bracing:12-14 WEBS 2x4 SP No.3 10-0-0 oc bracing:19-21 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-18,7-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1818/0-8-0,27=1615/0-3-8 Max Horz 2=719(LC 8) Max Uplift 2=-1370(LC 8),27=-1180(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2926/1903,3-4=-2711/1958,4-5=-2401/1881,5-6=-2539/1823,6-7=-4515/3072, 7-8=1511/930,8-9=1288/942,9-10=-687/502 BOT CHORD 2-22=-2079/2508,21-22=-311/430,4-19=309/408,18-19=-1841/2328,16-18=-3339/4541, 15-16=-2874/3907,14-15=-510/695,9-14=-1546/1157 WEBS 3-22=-274/378,19-22=-1789/2103,3-19=312/262,5-18=1168/1683,6-18=-2579/1792, 6-16=-451/510,7-16=-595/831,7-15=-3024/2225,8-15=-41/305,9-15=-1057/1446, 10-14=-1226/1681,4-18=-551/440 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=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)The solid section of the plate is required to be placed over the splice line at joint(s)17. 5)Plate(s)at joint(s)5,6,7,8,10,11,2,21,4,9,12,3,22,19,18,16,15.14 and 23 checked for a plus or minus 0 degree rotation about its center. 6)Plate(s)at joint(s)17 checked for a plus or minus 3 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)Bearing at joint(s)27 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=1370,27=1180. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and YT gypsum sheetrock be applied directly to the bottom chord. ®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 property Incorporate this design into the overall pp��q building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing typ 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 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 ,lob . Truss Truss Type Qty Ply Burke Res T11346968 J33708 A18 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:06 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-cOCOgXWI?HgMHNC11 E6WjJPgB?33QX2PrJ8110z61DV -1 -00 6-0-15 11-8-0 1 -2- 19-6-0 2t7-15 26-415 111-7M 1-8-0 6-0-15 5-7-1 74-0 2-0 2-9-0 3-7-1 Scale=1:55.9 5x6= 4x4 ! 5 _ 4 4x8 2x4 II 4x4= 6.00 12 7 8 9 3x4 i 5x10 = m 3 h 6 � m d m N 2 0� 17 15 14 — �o 21 20 13x10 = 4x8 M18SHS = 4x10= 12 11 10 4x4 — 5x5= 3x4 II 1x4 II 2x4 II 5x5= 5x8= 12 2-0 6-0-15 10-M i11A-0, 19£-0 23-7-15 26-0-15 27- 15 300-0 6-015 47-1 1-0-0 74-0 42-0 2-9-0 1-0-0 2-7-1 OEO Plate Offsets(X.Y)— f6:0-4-12,0-2-121.f7:0-5-4,0-2-01.f10:0-2-8.0-3-01.f13:0-2-12.0-2-01.[14:0-3-8.0-2-01 flB:0-6-4 0-2-121,f21:0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.90 Vert(LL) 0.83 15-17 >432 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.95 Vert(TL) -1.05 15-17 >342 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.95 Horz(TL) 0.29 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2OO7 Matrix-AS Weight:194 lb FT 4 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2"Except' 10-0-0 oc bracing:18-20,11-13 4-20,8-11:2x4 SP No.3,16-18:2x4 SP 285OF 1.8E WEBS 1 Row at midpt 6-14 13-16:2x4 SP No.1 2 Rows at 1/3 pts 6-17 WEBS 2x4 SP No.3*Except* MiTek recommends that Stabilizers and required cross bracing 6-17:2x4 SP No.2 be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 10=1656/0-8-0,2=1830/0-8-0 Max Horz 2=630(LC 8) Max Uplift 10=1195(LC 8).2=-1394(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2939/1946,3-4=-2724/1993,4-5=-2436/1909,5-6=-2633/1858,6-7=-2362/1575, 7-8=926/666,8-9=-902/648,9-10=-1610/1177 BOT CHORD 2-21=-2028/2519,20-21=326/477,4-18=281/332,17-18=-1778/2334,15-17=4424/6114, 14-15=-4434/6111,13-14=-153812100,8-13=297/358 WEBS 3-21=-274/371,18-21=-1722/2065,3-18=312/270,5-17=1043/1589,6-17=-3997/2834, 6-14=-4428/3194,7-14=1239/1851,7-13=-1664/1237,9-13=-1267/1763,4-17=-456/316 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuit=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)The solid section of the plate is required to be placed over the splice line at joint(s)5. 6)Plate(s)at joint(s)5 checked for a plus or minus 3 degree rotation about its center. 7)Plate(s)at joint(s)6,10,2,20,4,16,8,11,3,21,18,17,15,14.7,13 and 9 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 100 lb uplift at joint(s)except Qt=lb) 10=1195,2=1394. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top-chord and%gypsum sheetrock be applied directly to the bottom chord. ®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' 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 ANSMII 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 aJob . Truss Truss Type City Ply Burke Res T11346969 J33708 A19 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:06 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-cOCOgXWI?HgMHNC 11 E6WjJPg9?44QXEPrJ8110z61DV 10-8-0 12-2-0 19-6-0 21-5-15 26-4-15 30-0-0 1-8-0 6-0-15 4-7-1 1-6-0 7-4-0 2.0, 4-11-0 '7-1 Scale=1:55.6 5x6 = 4x4 i 5 4 6.00 12 6x8 M18SHS = 3x4 II 4x4 = 3x4 4x8 M18SHS = 7 8 9 3 6 m A N ?q}1 2 0 1 16 15 20 19 18 _ 14 12 11 10 6x6 4x4 = 5x5 = 3x4 11 6x8 = 5x5 WB= 2x4 II 5x5 = 5x8 = 4xl0 = 6-0-15 10-8-0 11-8-0 19-6-0 21-5-15 26-4-15 27-4-15 30-0-0 6-0-15 47-1 1-0-0 7-9-15 2-0-0 4-11-0 1-0-0 2-7-1 Plate Offsets(X,Y)— i6:0-2-12.0-3-81.I7:0-4-8.0-1-121,f10:0-2-8.0-3-01 f13:0-4-8.0-2-41 f17:0-6-4.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.90 Vert(LL) 0.78 15-16 >461 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.88 Vert(TL) -0.95 15-16 >376 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(TL) 0.25 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:186 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-6:2x4 SP 285OF 1.8E,6-7:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2*Except* 10-0-0 oc bracing:17-19,11-13 4-19,8-11:2x4 SP No.3,14-17:2x4 SP No.1 WEBS 1 Row at midpt 7-13 WEBS 2x4 SP No.3*Except* 2 Rows at 1/3 pts 6-16 9-13,7-15:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 10=1656/0-8-0,2=1829/0-8-0 Max Horz 2=511(LC 8) Max Uplift 10=1179(LC 8),2=-1409(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2942/1983,3-4=-2632/1947,4-5=-2362/1886,5-6=-2506/1817,6-7=6623/4723, 7-8=1306/919,8-9=1228/862,9-10=-1632/1149 BOT CHORD 2-20=-1943/2522,19-20=443/647,4-17=239/304,16-17=-1620/2254,15-16=-4047/5628, 13-15=-2417/3311,8-13=461/528 WEBS 3-20=-176/282,17-20=-1510/1887,3-17=388/362,5-16=1011/1503,6-16=-3600/2616, 6-15=-3488/2700,7-13=2237/1671,9-13=-1410/2005,7-15=-3143/4425,4-16=435/280 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=30ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)The solid section of the plate is required to be placed over the splice line atjoint(s)5. 6)Plate(s)at joint(s)5 checked for a plus or minus 3 degree rotation about its center. 7)Plate(s)at joint(s)7,10,2,19,4,14,8,11,3,20,17,16,6,15,13 and 9 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 w1thstanding 100 lb uplift at joint(s)except(jt=lb) 10=1179,2=1409. 11)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Ver11y 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' I always required for stability and to prevent collapse 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 dob Truss Truss Type Qty Ply Burke Res T11346970 J33708 A20G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:08 2017 Page 1 ID:—Y'xsBGoLB1 9MC4kOA4rJGzGlSn-YOKmFCYOXvw4WhLP8f9—okUBvol5uQliJddPpGz6lDT -1-8-0 6-0-15 10-8-0 12-2-0 15-4-0 19-6 19- 15 24-5-11 30-M 1-8-0 6.0-15 4-7-1 1 6-0 3-2-0 4-1-15 0--0 4-9-12 5 65 Scale=1:61.5 5x8 M18SHS= 2x4 II 5 4 6.00 12 2x4 11 3x4! 6 6x8 M18SHS= 1x4 II 6x12 = m 3 h 7 8 9 23 m d z N $[, R • 19 18 17 14 13 12 11 25 26 10 3x10 M18SHS II 3x6 = 5x6= 3x4 I I 4x4 II 6x8 M18SHS= 8x10 M18SHS= 4x8= 6x10 M18SHS= 0 -0 -B -0 6 9-6-0 9- 15 5- 30-0-0 6-0-15 4-7-1 -0-0 -0-0 3-2-0 0--0 4-9-12 5-65 Plate Offsets(X,Y)— [7:0-5-4,0-2-81.[11:0-4-12,Edgel,[12:0-3-8,0-2-81.[13:0-2-0,0-0-01,[15:0-3-4.Edge],[16:0-2-4.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) 0.81 14 >439 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.91 Vert(TL) -0.98 14 >363 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 1.00 Horz(TL) 0.22 10 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:190 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1'Except* TOP CHORD Structural wood sheathing directly applied or 1-11-0 oc purlins, 7-9:2x4 SP 285OF 1.8E except end verticals. BOT CHORD 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 3-4-8 oc bracing. Except: 2-17:2x4 SP No.t,15-16:2x4 SP No.2,10-11:2x6 SP No.2 10-0-0 oc bracing:16-18,13-15 11-14:2x4 SP 285OF 1.8E WEBS 1 Row at midpt 9-11,5-15 WEBS 2x4 SP No.3*Except* Mi fek recommends that Stabilizers and required cross bracing 9-10:2x8 SP No.2,16-19,5-15:2x4 SP No.2,12-15,9-11:2x4 SP No.1 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=3487/0-8-0,2=2191/0-8-0 Max Horz 2=411(LC 8) Max Uplift 10=2614(LC 8),2=-1690(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3715/2583,3-4=-3666/2719,4-5=-3607/2874,5-6=-6139/4696,6-7=6003/4382, 7-8=6223/4665,8-9=-6193/4635,9-10=3329/2618 BOT CHORD 2-19=-2376/3210,18-19=251/297,4-16=268/310,15-16=-2024/2947,6-15=-471/560, 12-13=-533/637,11-12=-5190/7080 WEBS 3-19=-420/444,16-19=2149/2946,3-16=3181377,5-16=713/937,12-15=-4824/6665, 7-15=2116/1621,7-12=-1379/1097,7-11=1 884/1653,8-11=-520/632,9-11=-5012/6706, 5-15=-3053/3992 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu1=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;11=45ft;L=30";eave=411;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except Gt=lb) 10=2614,2=1690. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)221 lb down and 252 lb up at 26-6-9,and 221 lb down and 252 lb up at 28-6-9 on top chord,and 1941 lb down and 1515 lb up at 24-4-12,and 50 lb down at 26-6-9,and 50 lb down at 28-6-9 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 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use onlyw'M MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall WOW ek" 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 iT fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH 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 slob Truss Truss Type Qty, Ply Burke Res T11346970 J33708 A20G Roof Special Girder 1 1 Job Reference Optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:08 2017 Page 2 I D:_YlxsB Go L819 MC4kOA4rJGzG I Sn-YOKmFCYOXvw4 WhLP8f9_okU Bvol5uQliJddPpGz61DT LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-5=90,5-7=-90,7-9=-90,18-20=-20,17-18=-20,15-16=-20,13-14=-20,10-13=-20 Concentrated Loads(lb) Vert:11=1941(B)23=-92(B)24=92(13)25=-42(B)26=42(13) ®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 chore!members only.Additional temporary and permanent bracing °' iTek' is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the r�A fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTP11 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 I Job Truss Truss Type Qty Ply Burke Res T11346971 J33708 B01G Hip Girder 1 1 Job Reference o ticnal East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:09 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-Obu8SYYeIC2x8rwciMgDLxI OIC6xdvOrXHMyLiz61DS 9-95 145-11 194-0 21 8-0 2441 26-0-0 1-8-0 2 8-0 2-41 4-95 4-9-5 4-9-5 2-4-0 2 8-0 1 8-0 Scale=1:46.2 5x8 M18SHS= 5x8 M18SHS= 5x5 = 3x6 II 6.00 12 4 23 24 25 5 26 27 28 6 29 30 31 7 3x4 % 1771 3x4 d 3 8 ry 2 9 �q d6 1 2 10 I 0 15 32 33 14 34 35 36 13 37 36 1 ' 16 3x10 = 3x10= 5x8 M18SHS= 11 5x8 M18SHS= 3x6= 5x8 M18SHS= 5x8 M18SHS= US= 3.00 12 i 2.8-0 4-9: 9-9-5 14E-11 19-6-8 21-8-0 24-4-0 r 2" 2-1-8 4-11-13 4-9-5 4-11-13 2-N 2-841 Plate Offsets(X.Y)— f4:0-6-0,0-2-81,f7:0-6-0,0-2-81,f12:0-4-0.0-0-81 fl3:0-1-12.0-1-81 f14:0-3-8 0-1-81.115:0-4-0,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) 0.71 13-14 >410 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.87 Vert(TL) -0.80 13-14 >364 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.25 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:122 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.1*Except* TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. 4-7:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 3-5-7 oc bracing. BOT CHORD 2x4 SP No.1*Except* WEBS 1 Row at midpt 4-14,7-13 15-16,11-12:2x4 SP No.2,12-15:2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=2259/0-8-0,9=2259/0-8-0 Max Horz 2=175(LC 24) Max Uplift 2=-1983(LC 8),9=-1983(LC 8) Max Grav 2=2300(LC 29),9=2301(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=3765/3002,3-4=-4973/3974,4-5=6395/5434,5-6=-6386/5428,6-7=6386/5428, 7-8=4938/3974,8-9=-3771/3000 BOT CHORD 2-16=-2385/3366,15-16=-2382/3375,14-15=3187/4461,13-14=-5056/6482, 12-13=3187/4326,11-12=2380/3250,9-11=2383/3241 WEBS 3-16=-974/770,3-15=-1126/1377,4-15=-415/801,4-14=-2049/2437,5-14=-870/881, 6-13=-849/881,7-13=-2044/2434,7-12=-416/785,8-12=-1125/1423,8-11=-942/770 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except Qt=lb) 2=1983,9=1983. 9)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)252 lb down and 269 lb up at 5-0-0,260 lb down and 260 lb up at 7-0-12,260 lb down and 260 lb up at 9-0-12,260 lb down and 260 lb up at 11-0-12,260 lb down and 260 lb up at 12-2-0,260 lb down and 260 lb up at 13-3-4,260 lb down and 260 lb up at 15-3-4,and 260 lb down and 260 lb up at 17-3-4,and 252 lb down and 269 lb up at 19-4-0 on top chord,and 334 lb down and 174 lb up at 4-9-8,7 lb down at 7-0-12,7 lb down at 9-0-12,7 lb down at 11-0-12,7 lb down at 12-2-0,7 lb down at 13-3-4,7 lb down at 15-3-4,and 7 lb down at 17-3-4,and 334 lb down and 174 lb up at 19-6-8 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). nu ®WARNING-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 property 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 T ekr I always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the Mi l fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSWPll Quality Criteria,DSB-89 and BCSI Building Component 69D4 Parke East Blvd. safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4Job Truss Truss Type Qty Ply Burke Res T11346971 J33708 B01G Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:09 2017 Page 2 ID: YlxsBGoL819MC4k0A4rJGzGISn-Obu8SYYeIC2x8rwciMgDLx101C6xdvorXHMyLiz61DS LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-4=90,4-7=-90,7-10=90,16-17=20,15-16=20,12-15=20,11-12=20,11-20=-20 Concentrated Loads(lb) Vert:7=-135(F)15=-158(F)12=-158(F)4=-135(F)24=-135(F)25=135(F)26=-135(F)27=135(F)28=135(F)29=-135(F)30=-135(F) ®wARNING-Verify design paramefers 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 -�—��y�• 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 ANSVTP11 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 Burke Res T11346972 J33708 B02 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:10 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGISn-UnSWfuZG3WAom?VoG4BSu9abecUkMUw mx6Wu9z61DR 8-0 7-0-0 12-2-0 17-4-0 21-8-0 24-4-0 26-0-0 1-8-0 2-8-0 4�-0 5-2-0 5-2-0 4-4-0 2-8-0 1-8-0 Scale=1:46.2 5x5= 1x4 II 5x5 = 4 5 6 6.00 12 3x4 ! 3x4 m d 3 7 1 d r� 5 2 D ?} 3 12 11 8 1`F 1 4x8 = 3x8 = 4x8 = 9 0 14 10 3x4= 5x5 = 5x5 = 3x4 = 3.00 12 i 2-8-0 6-2-8 12-2-0 17-6-8 21-8-0 24-4-0 2-8-0 4 1 8 5-0-8 5�8 4-1 8 2 8-0 Plate Offsets(X.Y)— f2:0-2-0.0-1-131.f4:0-2-8.0-2-41,f6:0-2-8.0-2-41,f8:0-2-0,0-1-131.f11:0-4-0,0-1-81.f13:0-4-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.32 12 >901 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(TL) -0.43 11-12 >685 180 BCLL 0.0 Rep Stress Incr YES WB 0.38 Horz(TL) 0.19 8 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-AS Weight:123 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1494/0-8-0,8=149410-8-0 Max Horz 2=-227(LC 6) Max Uplift 2=-1207(LC 8),8=-1207(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2323/1652,34=2950/2010,4-5=-3137/2299,5-6=-3137/2299,6-7=2950/2010, 7-8=2323/1652 BOT CHORD 2-14=1244/2015,13-14=1241/2030,12-13=1368/2533,11-12=-1368/2533, 10-11=1 241/2030,8-1 0=-1 244/2015 WEBS 3-14=-544/447,3-13=-428/717,4-13=-247/560,4-12=592/823,5-12=498/5651 6-12=592/823,6-11=247/558,7-11=-428/717,7-10=544/447 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7AO;VuR=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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) 2=1207,8=1207. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. WARNING-Verify design paramefers 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 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 ANSBTPI1 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 Burke Res _ T11346973 J33708 B03 Hip 1 1 Job Reference o floral East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:11 2017 Page 1 ID:_YlxsBGoLB19MC4kOA4rJGzGISn-yzOutEauggI N84_gnihQM6iHOp95wh87br3Qbz61DQ -1-8-0 2-8-0 9-M 15-4-0 21-8-0 24-4-0 26-0-0 1 8-0 2-8-0 6-4-0 6-4-0 6-4-0 2 8-0 1 8-0 Scale=1:46.2 5x6 = 5x6 = 4 5 6.00 12 m m d 3x4 ! 3x4 d 3 11 6 v 5x5 = 2 12 10 7 N g'r 3x4 3x4= I 1 8 13 3.00 12 9 4x4= 5x5 = 5x5= 4x4 = 12-2-0 16-11-0 21-8-0 24-4-0 2-8-0 4-9-0 4-9-0 4-9-0 4-9-0 2.8-0 Plate Offsets(X,Y)— I4:0-3-810-2-41.15:0-3-8,0-2-41.I9:0-2-8.0-2-121 F13:0-2-8,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.88 Vert(LL) 0.33 11 >887 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(TL) -0.45 11 >648 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(TL) 0.25 7 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-AS Weight:121 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 M7ek recommends that Stabilizers and required Cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1494/0-8-0,7=1494/0-8-0 Max Hor7 2=278(LC 7) Max Uplift 2=-1207(LC 8).7=1207(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2425/1785,3-4=2921/1927,4-5=-3438/2288,5-6=-2921/1927,6-7=2425/1785 BOT CHORD 2-13=1410/2162,12-13=-1404/2178,11-12=1297/2574,10-11=-1297/2574, 9-10=-1404/2156,7-9=1410/2141 WEBS 3-13=-597/526,3-12=205/592,4-11=-493/1155,5-11=-493/1201,6-10=-213/592, 6-9=597/526 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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) 2=1207,7=1207. 8)This truss design requires that a minimum of 7116"structural wood sheathing be applied directly to the top chord and''%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 114II.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 verity 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 ANSI/TPIt 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 Burke Res T11346974 J33708 B04 Hip 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:12 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGI Sn-QAaH4abWb7QWIIfBNVDwzafxfpAOgPQHEFbcy1 z61DP 18-0 2�-0 6-11-0 11-2-0 13-2-0 17-5-0 218-0 244-0 26-0-0 1 8-0 2 8-0 430 4-3-0 2-0-0 4-3-0 4-3-0 2 Scale=1:46.2 4x4= 4x4 = 5 6 6.00 12 3x4 i 3x4 4 7 m m 3x4 ! 3x4 u' 3 13 8 4x12 = 9 N 2 14 m 3x4 3xx 4 zz 10 1� 1 r 15 3.00 12 1 5x5 = ` 3x4 = 3x4= 5x5 � 2-8-0 6-11-0 12-2-0 03-2-0 17-5-0 21-8-0 24�-0 2-81 4-3-0 5-3-0 1-0-0 4-3-0 2-8-0 Plate Offsets(X.Y)— f2:0-2-0.0-1-131,f9:0-2-0.0-1-131.f13:0-6-0.0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.58 Vert(LL) 0.27 13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.69 Vert(TL) -0.38 13-14 >759 180 BCLL 0.0 Rep Stress Incr YES WB 0.32 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-AS Weight:129 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1494/0-8-0,9=1494/0-8-0 Max Horz 2=-334(LC 6) Max Uplift 2=-1207(LC 8),9=-1207(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2324/1646,3-4=-2993/2043,4-5=-2487/1635,5-6=-2384/1691,6-7=2487/1635, 7-8=2993/2043,8-9=-2324/1646 BOT CHORD 2-15=-1233/2047,14-15=1230/2064,13-14=1483/2719,12-13=1483/2719, 11-12=-1230/2030,9-11=1233/2015 WEBS 3-15=-540/431,3-14=-245/670,4-13=-567/645,5-13=487/853,6-13=487/853, 7-13=-608/645,8-12=245/670,8-11=-540/431 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=6.0psf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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) 2=1207,9=1207. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the topTJlord and Y"gypsum sheetrock be applied directly to the bottom chord. ®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 MiTekS connectors.This design is based only upon parameters shown,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 i•�` building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' lek" I always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSM11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast 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 Burke Res T11346975 J33708 B05 Roof Special 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:12 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGI Sn-QAaH4abWb7Q W?IfBNVDwzafxwP95gKsHEFbcyl z61DP 1 8-0 7-5-0 12-2-0 16-11-0 21 8-0 24-4-0 26-0-0 1 8-0 2-8-0 4-9-0 4-9-0 4-9-0 4-9-0 2 8-0 1 8-0 Scale=1:45.5 4x4= 5 6.00 12 3x4 i 3x4 4 6 3x4! 3x4 3 12 7 5x8 = 2 13 11 9 `� 3x4 3x4 = 9 1 14 3.00 12 10 3x4 = 5x5= 5x5 = 3x4 = i 2-8-0 7-5-0 12-2-0 16-11-0 21-8-0 24-4-0 211 4-9-0 4-9-0 4-9-0 Plate Offsets(X.Y)— 12:0-2-0.0-1-131 I8:0-2-0,0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TIC 0.63 Vert(LL) 0.28 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(TL) -0.39 12-13 >749 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(TL) 0.22 8 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-AS Weight:127 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1494/0-8-0,8=1494/0-8-0 Max Horz 2=-359(LC 6) Max Uplift 2=-1207(LC 8),8=-1207(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or Jess except when shown. TOP CHORD 2-3=2350/1667,3-4=-3016/2034,4-5=-2452/1625,5-6=-2452/1625,6-7=3016/2034, 7-8=2350/1667 BOTCHORD 2-14=-1261/2076,13-14=-1258/2095,12-13=1457/2711,11-12=1457/2711, 10-11=-1 258/2061,8-1 0=-1 261/2043 WEBS 5-12=-1034/1704,6-12=-657/678,7-11=-195/636,7-10=-539/449,4-12=-627/67B, 3-13=195/636,3-14=-539/449 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 rd 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) 2=1207.8=1207. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 ANSUiP11 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 4 r Job Truss Truss Type City Ply Burke Res T11346976 J33708 B06 Common 1 1 Jab Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:13 2017 Page 1 I D:_YlxsBGoLB19MC4kOA4rJGzGI Sn-vM7flwb8MRYNdSENxCk9VnC5kpXdZogRSvKAUUz61DO 6-3-15 12-2-0 18-0-1 24-0-0 26-0-0 6-3-15 5-10-1 5-10-1 6315 1 8-0 Scale=1:43.5 4x6= 3 6.00 12 1x4\\ 1x4 2 4 u5 1 5 101• 6 • • 9 16 178 7 • •• 4x4 = 3x4 = 3x4 = 3x4 = 4x4 = 83-4 16-0-12 24-" 83-4 7-9-7 B3-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.69 Vert(LL) -0.17 7-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(TL) -0.36 7-9 >821 180 BCLL 0.0 Rep Stress Incr YES WB 0.56 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:111 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation Quide. REACTIONS. (lb/size) 1=1336/0-8-0,5=1496/0-8-0 Max Horz 1=-355(LC 6) Max Uplift 1=-965(LC 8),5=-1211(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2263/1647,2-3=-1981/1628,34=-1972/1613,4-5=-2254/1631 BOT CHORD 1-9=1140/2010,7-9=-495/1302,5-7=-1121/1915 WEBS 3-7=526/775,4-7=-529/642,3-9=-549/786,2-9=535/654 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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=1b) 1=965,5=1211. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameren 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 property Incorporate this design Into the overall But building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing Itl1T ek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabricat Ion,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. safety nformation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4 � Job Truss Truss Type Clty Ply Burke Res T11346977 J33708 B07 Roof Special 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:14 2017 Page 1 ID:_YlxsBGoL819MC4kOA4rJGzGiSn-NYh 1 VGcm7lgEEcpZVwGO2?kHgDvHlBjahZ4j 1wz6lDN 4 8-15 9-0-0 12-2-0 1 -8 0 18-3-1 24-4-0 26-0-0 4-8-15 4-3-1 3-2-0 0-0 5-7-1 6-0-15 18-0 Scale=1:47.5 5x6 = 4 2x4 11 5 6.00 12 2x4 II 3 3x4 m 3x4! 6 2 1 7 `0 I� m 1 5x8= g Jo 16 15 14 11 10 9 3x4—_ 5x5 = 2x4 II 2x4 11 5x5= 3x4 = 5x8 = i 4.8-15 B-0-0 I9-0-0 12-8-0 13-8-0 18-3-1 24�-0 41-15 3-3-1 1-0-0 3-8 0 1-0-0 4-7-1 6-0 15 Plate Offsets(X.Y)— 112:0-2-12.0-2-81,f13:0-2-12,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.61 Vert(LL) 0.22 14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(TL) -0.33 12-13 >892 180 BCLL 0.0 Rep Stress Incr YES WB 0.78 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:143 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2'Except' BOT CHORD Rigid ceiling directly applied. Except: 3-15,5-10:2x4 SP No.3 10-0-0 cc bracing:13-15,10-12 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation auide. REACTIONS. (lb/size) 1=1359/Mechanical,7=151910-8-0 Max Horz 1=-355(LC 6) Max Uplift 1=-947(LC 8),7=-1202(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=2392/1634,2-3=-2435/1697,3-4=-2497/1949,4-5=-1933/1583,5-6=-2010/1455, 6-7=2311/1568 BOT CHORD 1-1 6=-1 163/2053,3-13=369/451,12-13=501/1481,5-12=-253/276,7-9=106511963 WEBS 2-16=380/279,13-16=-985/1881,4-12=-594/843,9-12=-954/1813,6-12=379/436, 4-13=-877/1128 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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) 1=947,7=1202. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®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 � 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 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 Burke Res T11346978 J33708 C01 G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:15 2017 Page 1 ID:—YlxsBGoL819MC4kOA4rJGzGISn-dFPjcdPu2o5smOm3dndbCHQTd7g1 glkwDpHZMz61DM 1-8-0 3-85 425 7-6-s 10E-s 1 1 12-105 1st>-5 IN215 1A-0 2-OS 0�i11 3-0-0 3-0.0 2-0-0 2-&0 1-&0 Scale=1:29.2 6.00 12 4x4= 3x4 = 44 = 5x5 = 3 22 4 23 5 1 3x8 = 3x6 6 T m 4x10 // o Lh 7 A N 15 16 24 25 14 6x8 5x8 M18SHS = 5x8 M18SHS = 8 3x1 S e 9 17 183.00 12 12 11 10 �' B 3x4 11 5x8 = 4x4 = VERTICAL SUPPORT OF FREE END OF CHORD IS REQUIRED. -&0 --5 3-8-s --5 - -3 0. -0.5 3 -0 5-0-5 1-3-0 Of 1-GO b0 0-5-8 5-9-0 0-5-8 2-0-0 5-11 2-2-5 Plate Offsets(X,Y)— r7:0-3-8,Edgel,MO:0-0-13,0-1-91,r14:0-2-12,0-2-81,r15:0-2-12,0.2-121,r17:Edge.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.74 Vert(LL) 0.49 14-15 >378 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.98 Vert(TL) -0.58 14-15 >317 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr NO WB 0.69 Horz(TL) 0.26 8 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MS Weight:84 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-7 oc puriins, BOT CHORD 2x4 SP No.2'Except' except end verticals. 14-15:2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 3-7-7 oc bracing. Except: WEBS 2x4 SP No.3'Except' 10-0-0 oc bracing:11-13 1-16:2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 17=1334/Mechanical,8=1519/0-8-0 Max Harz 17=365(LC 25) Max Uplift 17=1045(LC 8).8=-1309(LC 8) Max Grav 17=1371(LC 30),8=1570(LC 30) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-17=1284/985,1-2=-3350/2357,2-3=-4254/3059,3-4=-3984/2870,4-5=3979/2884, 5-6=4302/3033,6-7=-2999/2136,7-8=-1130/837 BOT CHORD 16-17=60/382,15-16=-2504/3874,14-15=2982/4338,13-14=-2113/3339, 11-13=119/260,6-13=-680/556,10-11=-515/853,8-10=-515/853 WEBS 4-14=-475/441,2-16=2180/1684,1-16=2450/3469,3-15=-1209/1661,5-1 4=-1 1 5 011 6 44, 4-15=-458/363,2-15=4041448,6-14=-758/907,7-10=-791/523,7-13=1228/1786 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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)Refer to girder(s)for truss to truss connections. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 17=1045,8=1309. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)159 Ib down and 85 lb up at 4-6-5,167 lb down and 77 lb up at 6-7-1,and 167 lb down and 77 lb up at 8-5-9,and 159 lb down and 86 lb up at 10-6-5 on top chord,and 400 lb down and 324 lb up at 4-7-13,149 lb down and 186 Ib up at 6-7-1,and 149 lb down and 186 lb up at 8-5-9,and 400 lb down and 324 lb up at 10-4-13 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). ®WARNING-Verffy 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 property Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web andfor 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 ANSVTPI1 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 1 .lob• � r Truss Truss Type Qty Ply Burke Res T11346978 J33708 C01G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:15 2017 Page 2 ID:_YlxsBGoL819MC4kOA4rJGzGISn-HFPjcdPu2o5smOm3dndbCHQTd7g1 glkwDpHZMz6lDM LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.33,Plate Increase=1.33 Uniform Loads(plf) Vert:1-2=90,2-3=-90,3-5=-90,5-9=-90,17-18=-20,15-17=-20,14-15=20,13-14=-20,11-12=20,11-19=20 Concentrated Loads(lb) Vert:3=-18(F)5=18(F)15=-292(F)14=-292(F)22=-18(F)23=-18(F)24=-149(F)25=-149(F) III ®WARNING-Verify design paramefers 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 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 ANSVTPI1 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 I :ob , Truss Truss Type Qly Ply Burke Res T11346979 J33708 CO2 Roof Special 1 1 Job Reference o ticnal East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:16 2017 Page 1 I D:_YlxsBGoLB19MC4kOA4rJGzGISn-JxpnwyelfMwyUwyycLls7QgdO1Xvm8Xt8tZg5oz61DL 2-2-5 4-2-5 5-&5 , 6-Cr5 8-6-5 10-10.5 12-10.5 1555 17-2-5 2-2-s ' 2-10 ' 1-Cr0 '0.10-0 ' 2-0.0 2-4-0 2-0.0 2-8-0 1-8-0 Scale=1:30.5 6.00 12 4x4 = 4x4 = 3x6= 4x6 = 3 4 1 d 3x6 5 a5 14 13 12 4x 3x4 6 5x8 = 5x8 = ao 7 1 Tao 3x10� e 16 e 8 1s 3.06 12 VERTICAL SUPPORT OF FREE END 10 9 e 4x10 : OF CHORD IS REQUIRED. 3x4 II 1x4 II 3x4 = 2-2-5 4-2-5 5 11-5 , 6-7-13 8-4-13 10.10.5 'L 0- 15-8-5 2-2-5 2-0-0 1-6-0 0.11-8 1-30 2-5-8 2-0.0 2-&0 Plate Offsets(X.Y)- f12:0-4-0.0-0-81.113:0.4-0.0-0-81,f15:0-7-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.16 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.72 Vert(fL) -0.24 11-12 >761 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.14 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:85 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. 5-10:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=854/Mechanical,7=1035/0-8-0 Max Horz 15=475(1_13 8) Max Uplift 15=601(LC 8),7=-838(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-770/526,1-2=1755/917,2-3=1890/1046,3-4=1693/933,4-5=1949/925, 5-6=1777/1113,6-7=770/526 BOT CHORD 14-15=68/464,13-14=-724/1897,12-13=526/1693,11-12=-1042/2047,5-11=397/318, 9-1 0=-1 89/528,7-9=212/584 WEBS 2-14=-915/699,2-13=509/406,3-13=-508/802,4-12=125/541,5-12=441/599, 1-14=-915/1760,6-9=-422/206,6-11=-605/1068 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=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except Qt=lb) 15=601,7=838. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. G- esparameters O ES O TMS AND INCLUDED MITE REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. WARNIN Verily design and READ NOTES N K Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall �iiq�.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 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 Burke Res T11346980 J33708 CO3 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:16 2017 Page 1 ID:—YlxsBGoLB19MC4kOA4rJGzGISn-JxpnwyelfMwyUwyycLls7QgeT1 WDmAct8tZg5oz6lDL 2-2-5 4-2-5 7-3-5 10-10-5 12-10-5 15�i-5 17-2-5 2-2-5 2-10 3-1-0 3-7-0 2-0-0 2-&0 1-8-0 Scale=1:29.0 5x5 = 13x4 = 23x4= 3 6.00 12 0 3x8 11 4 44 Sx8 = 5 0 12 C N 3x4 6 1 3x 17 14 3.00 12 VERTICAL SUPPORT OF FREE END ff 7 OF CHORD IS REQUIRED. 9 6 13 3x4 II 1x4 II 5x8 = 3x4 = 2-2-5 42-5 7F>-5 10-1005 12-10-5 15�-5 2-2-5 2-0.0 3-4-0 3-40 2-0.0 Plate Offsets KY)- f3:0-2-8,0-2-41.f13:Edge.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.53 Vert(LL) 0.14 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.83 Vert(TL) -0.25 10-11 >736 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.12 6 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-AS Weight:91 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. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=851/Mechanical,6=1037/0-8-0 Max Horz 13=589(LC 8) Max Uplift 13=628(LC 8),6=-811(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-13=-780/509,1-2=833/445,2-3=-1469/753,3-4=-1808/682,4-5=-1905/1126, 5-6=773/506 BOT CHORD 12-13=-87/611,11-12=-152/868,10-11=-1164/2324,4-10=-407/366,8-9=168/525, 6-8=189/581 WEBS 2-11=374/762,3-11=-3/367,4-11=-828/977,2-12=-735/515,1-12=-542/1009, 5-8=460/174,5-10=658/1209 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. - II;Exp D;Encl.,GCpi=O.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except(jt=lb) 13=628,6=811. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Van/y,design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. R Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 /g 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 lob, , Truss Truss Type Qty Ply Burke Res T11346981 J33708 C04 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:17 2017 Page 1 I D:_YlxsBGoL819MC4kOA4rJGzGISn-n7NA8Hf(Pg2p53X8A2p5gdMoYQsdVdgONXI NeFz61DK 2-2-5 4-2-5 5-8-5 7-6-5 10-10-5 12-10-5 15-6-5 17-2-5 2-2-5 2-0-0 1-6-0 1-IG-0 3-4-0 2-0-0 2-8-0 1-8-0 Scale=1:33.2 3x4 I I 5x5 = 1 2 1x4 II 3 6.00 12 d, 3x8 4 11 4x4 5x8 = 5 d N 6 ' I$3x1 e e 7 12 13 3.00 12 9 8 e e 7x8__ VERTICAL SUPPORT OF FREE END 3x4 11 1x4 11 OF CHORD IS REQUIRED. 3x4= i 2-2-5 4.2-5 5-8-5 7-6-5 10-10-5 12-10-5 15-6-5 r 2-2-5 2-0-0 1. 1-10.0 3-4-02-8-0 Plate Offsets(X.Y)— I2:0-2-8.0-2-41,I11:0-2-12.0-2-81.f12:Edge.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.63 Vert(LL) 0.13 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(TL) -0.28 11-12 >641 180 BCLL 0.0 Rep Stress Incr YES WB 0.50 Horz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:91 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. 4-9:2x4 SP No.3 WEBS 1 Row at midpt 2-12 WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 12=855/Mechanical,6=1026/0-8-0 Max Horz 12=676(LC 8) Max Uplift 12=668(LC 8),6=-775(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-12=243/264,2-3=1765/826,3-4=1806/556,4-5=-1866/1021,5-6=761/464 BOT CHORD 11-12=16/862,10-11=1024/2253,4-10=395/321,8-9=-138/517,6-8=157/572 WEBS 2-12=1069/620,3-11=-409/504,4-11=-743/945,5-8=455/162,5-10=588/1179, 2-11=575/1395 NOTES- 1)Wind:ASCE 7-10;Vulf=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except(jt=lb) 12=668,6=775. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and Y"gypsum sheetrock be applied directly to the bottom chord. ®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 ■A�� building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' l iTek" is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the 1A fabdcation,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 4ob Truss Truss Type Qty Ply Burke Res T11346982 J33708 C05 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:18 2017 Page 1 ID: YlxsBGoLB19MC4kOA4rJGzGISn-FKxYLdfHAzMD6KkIKKCrvzugB2EOcAcB2xAhz61DJ 2-25 3$-5 -2 7-05 10-10- 12-IG-5 15-65 17-2-5 2-2-5 15-0 -0-0 3-4-0 34-0 2-0-0 2-5-0 18-0 Scale=1:35.6 1 2 1x4 II 3 6.00 112 C6 A u5 e5 3x8 4 11 4x4 5x8 = 5 od 0 6 N 1 Ipq? 3x1 e 7 0 12 13 3.00 F12 9 8 e e 7x8 __ VERTICAL SUPPORT OF FREE END 3x4 II 1x4 II OF CHORD IS REQUIRED. 3xa= -5 3-85 -2 -6-5 0-1 -5 -0.5 5-6-5 2-2-5 1-0 0 -0 3 4-0 3 4-0 2-0-0 2-8-0 Plate Offsets(X,Y)— 12:0-2-8,0-2-41,111:0-2-12,0-2-81,f12:Edge,0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.60 Vert(LL) 0.13 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.81 Vert(TL) -0.30 11-12 >600 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.72 HDrz(TL) 0.13 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:95 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. 4-9:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=854/Mechanical,6=1026/0-8-0 Max Horz 12=785(LC 8) Max Uplift 12=-709(LC 8),6=-734(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=1827/750,3-4=1811/399,4-5=1858/905,5-6=-753/414 BOT CHORD 11-12=0/558,10-11=-884/2234,4-10=-392/295,8-9=100/509,6-8=-116/564 WEBS 3-11=-507/631,4-11=719/947,2-12=-814/547,2-11=691/1650,5-8=455/136, 5-10=-520/1178 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever 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 100 lb uplift at joint(s)except(jt=lb) 12=709,6=734. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and gypsum sheetrock be applied directly to the bottom chord. ®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 r� building design.Bracing Indicated is to prevent buckling of Ind truss ss web and/or chord members only.Additional temporary and permanent bracing �y� is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the �p/iTek" fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 L Job Truss Truss Type Qty Ply Burke Res T11346983 J33708 C06 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.110 s Apr 13 2017 MiTek Industries,Inc. Tue Jun 13 08:46:19 2017 Page 1 ID:_YlxsBGoL819MC4k0A4rJGzGISn jWVwYzgvxHlWLNhXITrZ12S6CEUozRVJrgnUi7z61D1 11 5 2 7-6-5 12-105 15-6-5 1-8-5 5 5-4-0 5-4-0 2-8-0 Scale=1:42.6 1 2 6.00 112 3x4 3 rZ oS n 3x6 4 4x4 5 Im 3x8 M18SHS = 4 10 9 6 10 3x10 M18SHS = e e lld� 12 4x4= 8 7 " 13 3x8= 3x6 II VERTICAL SUPPORT OF FREE END 3x4 =1x4 II 3x4 = OF CHORD IS REQUIRED. 5-5 -0- "_51 85 E 5 4-0 54-0 2-8-0 Plate Offsets(X.Y)— 114:0-4-8.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.33 TC 0.75 Vert(LL) -0.14 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.96 Vert(TL) -0.23 9-10 >795 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.87 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-AS Weight:105 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2*Except* BOT CHORD Rigid ceiling directly applied. 4-8:2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3*Except* be installed during truss erection,in accordance with Stabilizer 1-13:2x4 SP No.1 Installation guide. REACTIONS. (lb/size) 13=857/Mechanical,6=876/0-8-0 Max Horz 13=760(LC 8) Max Uplift 13=750(LC 8),6=-450(LC 8) Max Grav 13=871(LC 14),6=876(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 13-14=830/775,1-14=-820/433,2-3=352/0,34=1229/438,4-5=1944/937, 5-6=855/451 BOT CHORD 11-14=A481786,10-11=-100/1020,9-10=1017/2176,8-9=-90/277,7-8=-282/610, 6-7=306/669 WEBS 3-11=982/878,3-10=-66/350,4-10=1187/924,2-11=292/479,5-7=-489/203, 5-9=483/1136,1-11=518/837 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=39ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)All plates are MT20 plates unless otherwise indicated. 4)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 100 lb uplift at joint(s)except Qt=lb) 13=750,6=450. 9)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and%"gypsum sheetrock be applied directly to the bottom chord. ®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 property incorporate this design Into the overall n`IAr 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 iNl 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