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Home My WebLink AboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J33631 - Farkas Residence Site Information: Customer Info: Harry Blue Builders, Inc. Lot/Block: Address: T.B.D. City: Ft., Pierce Project Name: Farkas Residence Model: Subdivision: State: Florida MiTek USA, Inc. 6904 Parke East Blvd. sg FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014ITP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 160 mph PY Roof Load: 37.0 psf Floor Load: N/A psf F ., + _ , 1.7 'F ..__� This package includes 56 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer a conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Ru No. Seal# Truss Name Date No. Seal# Truss Name Date 1 IT1090068 JAOIG 4/18/17 118 1 T10909985 1 E05 4/18/17 12 I T10909969 I A02 14/18/17 119 1 T10909986 1 E06'• 14/18/17 1 13 I T10909970 I A03 14/18/17 120 1 T10909987 1 E07 14/18/17 1 14 I T10909971 I A04 14/18/17 121 1 T10909988 1 E08 14/18/17 15 IT10909972 I A05G 14/18/17 122 1 T1 0909989 1 E09 14/18/17 16 IT10909973IB01G 14/18/17 123 1T109099901El0 14/18/17 J 17 IT10909974 I B02 14/18/17 124 I T10909991 J E11 14/18/17 18 IT10909975 I B03 14/18/17 125 1 T10909992 1 El 14/18/17 19 IT10909976IC01G 14/18/17 126 1 T1 0909993 1 El 3 14/18/17 110 IT10909977 I CO2G 14/18/17 127 1 T10909994 I E14 14/18/17 Ill I T10909978 I D01 G 14/18/17 128 1 T10909995 1 El 14/18/17 112 I T10909979 I D02 14/18/17 129 1 T10909996 1 El6G 14/18/17 113 IT10909980 I D03 14/18/17 130 1 T10909997 1 MHV8 14/18/17 J 114 I T10909981 I E01 G 14/18/17 131 1 T10909998 1 MV2 14/18/17 1 115 I T10909982 J E02 14/18/17 132 1 T10909999 1 MV3 14/18/17 1 116 I T10909983 I E03 14/18/17 133 1 T10910000 1 MV4 14/18/17 1 117 I T10909984 I E04 14/18/17 134 1 T10910001 1 MV5 14/18/17 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019, IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. �V 6m, s . Q No 58;125 :O STA,.E F lo,, L 0 R r PhifipJ.;,Vftan PE•,No,501IN Wrix1USA, Inc. FL.Cert6634 6904.Parke Eait 0IYd..6inpa fL-23610 Date:. April 18,2017 ci2 C ; oU. CL V. Qso ORegan, Philip 1 of 2 RE: J33631 - Farkas Residence Site Information: Customer Info: Harry Blue Builders, Inc Lot/Block: Address: T.B.D. City: Ft. Pierce No. Seal# ITruss Name I Date 35 IT10910002 I MV6 I4/18/17 136 IT10910003 I MV7 14/18/17 137 IT10910004 I MV8 14/18/17 1 138 IT10910005 I V4 14/18/17 139 IT10910006 I V8 14/18/17 140 IT10910007 I V12 14/18/17 141 IT10910008 I V16 14/18/17 142 IT10910009 I V20 14/18/17 143 IT10910010 I V22 14/18/17 144 I T10910011 I V22A 14/18/17 145 I T10910012 I V24 14/18/17 146 IT10910013 I ZCJ1 14/18/17 147 IT10910014 I ZCJ3 14/18/17 148 IT10910015 I ZCJ3A 14/18/17 1 149 I T10910016 I ZCJ5 14/18/17 150 IT10910017 I ZCJ5B 14/18/17 151 IT10910018 I ZEJ5 14/18/17 152 IT10910019 I ZEJ5A 14/18/17 153 IT10910020 I ZEJ7 14/18/17 154 IT10910021 I ZERA 14/18/17 155 IT10910022 I ZHJ5 14/18/17 156 IT10910023 I ZHJ7 14/18/17 Project Name: Farkas Residence Model: Custom Subdivision: State: Florida 2 of 2 1 F Job Truss Truss Type Qty Ply Farkas Residence 1 T10909968 J33631 A01G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6. h1 u s Apr 6 zul t MI I eK industries, Inc. I ue Apr 1t1 IZ:4Z:SS zu1 t rage I I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-9jKipZEcGHA8dQ7VsGzaKl B3c3t005K87LjO7TzPU5q i -2-0-0 3-9-14 7-0-0 11-10-14 16-8-0 21-5-2 26-4-0 29-6-2 , 33-4.0 2-0-0 3-9-14 3-2-2 4-10-14 4-9-2 4-9-2 4-10-14 3-2-2 3-9-14 5x8 = 2x4 II 3x8 = 3x6 = 2x4 II 5.00 12 3 24 25 4 26 27 5 28 6 29 7 30 5x8 = 31 8 Scale = 1:60.6 32 33 '- 34 35 '- 36 37 '' 38 39 '- 3x6 — 2x4 II 5x8 = 2x4 II 5x8 = 2x4 II 3x6 — 3-9-14 7-0-0 11-10-14 16-8-0 + 21-5-2 26-4-0 29-G-2 33-4-0 3-9-14 3-2-2 4-10-14 4-9-2 4-9-2 4-10-14 3-2-2 3-9-14 Plate Offsets (X Y)-- f1:0-2-2 0-1-01 f3:0-5-12 0-2-81.f8:0-5-12 0-2-81 f9:0-0-6 0-0-01.f11:0-3-4.0-3-01.fl3:0-3-4.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.32 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.75 11-12 >533 180 BCLL 0.0 Rep Stress Incr NO WB 0.47 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=2420/0-8-0, 2=2528/0-8-0 Max Horz 2=86(LC 24) Max Uplift 9=-702(LC 8), 2=-796(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5425/1552, 3-4=-6992/2068, 4-5=-697412059, 5-7=-6979/2062, 7-8=-699612071, 8-9=-5442/1564 BOT CHORD 2-14=-1357/4928, 13-14=-1357/4949, 12-13=-2134/7587, 11-12=-2134/7587, 10-11 =-1 370/4967, 9-10=-136914945 WEBS 3-14=-2/559, 3-13=-70312444, 4-13=-5801303, 5-13=-755/215, 5-12=0/389, 5-11=-751/211, 7-11 =-580/311, 8-11 =-692/2435, 8-1 0=-8/563 Weight: 317 lb FT = 0% Structural wood sheathing directly applied or 3-11-15 oc purlins. Rigid ceiling directly applied or 8-10-1 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=702, 2=796. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job IF Truss Truss Type Qty Ply Farkas Residence t T10909968 J33631 A01G Hip Girder 1 Job Reference o tionai East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:33 ZU11 Page 2 ID:J2sJTM28TsyON4Cm8mD?I OzP Wn0-9jKipZEcGHA8dQ7VsGzaKl B3c3t005K87LjO7TzPU5q NOTES- 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 Ib down and 110 Ib up at 7-0-0, 111 Ib down and 105 Ib up at 9-0-12, 111 Ib down and 105 Ib up at 11-0-12, 111 Ib down and 105 Ib up at 13-0-12, 111 Ib down and 105 Ib up at 15-0-12, 111 Ib down and 105 Ib up at 16-8-0, 111 Ib down and 105 Ib up at 18-3-4, 111 Ib down and 105 Ib up at 20-3-4, 111 Ib down and 105 Ib up at 22-3-4, and 111 Ib down and 105 Ib up at 24-3-4, and 129 Ib down and 110 Ib up at 26-4-0 on top chord, and 321 Ib down and 94 Ib up at 7-0-0, 80 Ib down at 9-0-12, 80 Ib down at 11-0-12, 80 Ib down at 13-0-12, 80 Ib down at 15-0-12, 80 Ib down at 16-8-0, 80 Ib down at 18-3-4, 80 Ib down at 20-3-4. 80 Ib down at 22-3-4, and 80 Ib down at 24-3-4, and 321 Ib down and 94 Ib up at 26-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 8-9=-54, 18-21=-20 Concentrated Loads (lb) Vert: 3=-111(B)8=-111(B)14=-321(B)12=-57(B)5=-111(B)10=-321(B)24=-111(B)25=-111(B)26=-111(B)27=-111(B)28=-111(B)29=-111(B)30=-111(B) 31=-111(B) 32=-57(B) 33=-57(B) 34=-57(B) 35=-57(B) 36=-57(B) 37=-57(6) 38=-57(B) 39=-57(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �pp� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ty� 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 ANSIRPII 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 F Truss Truss Type Qty Ply Farkas Residence / T10909969 J33631 A02 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, I-L 349413 -9-14 2-0-0 4-9-14 500 (12 S.I IU S Apr b ZUl I MI I eK Inoustnes, Inc. I ue Apr I IZ:4Z:Jb ZUI I rage 1 I D:J2sJTM28TsyON4CmBmD?IOzP WnO-ZI OgRaGUZBYjUts3XOWHywoalGyjD VdapJy2kozPU5n 9-0-0 16-8-0 24-4-0 i 28-6-2 _ _ 33-4-0 4-2-2 7-8-0 7-8-0 4-2-2 4-9-14 5x8 = 2x4 II 3x6 = 4 24 5 25 6 5x8 = 7 c Scale = 1:60.5 13 - 11 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 3x6 = 9-0-0 7-8-0 7-8-0 9-0-0 Plate Offsets (X,Y)--I1:0-2-2,0-1-01.14:0-5-12,0-2-81.17:0-5-12.0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.52 12-14 >766 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.14 9 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 161 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 OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=123210-8-0.2=1340/0-8-0 Max Horz 2=106(LC 7) Max Uplift 9=-364(LC 8), 2=-458(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-25121786, 3-4=-2283/704, 4-5=-2705/880, 5-7=-2705/880, 7-8=-2289/710, 8-9=-2527/798 BOT CHORD 2-14=-672/2265, 12-14=-545/2092, 10-12=-549/2098, 9-10=-685/2281 WEBS 4-14=-3/343, 4-12=-222/792, 5-12=-461/236, 7-12=-217/789, 7-10=-8/346 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=ib) 9=364, 2=458. 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. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Farkas Residence I �Qty T10909970 J33631 A03 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:37 2017 Page 1 ID:J2sJTM28TsyON4CmBmD?IOzPWnO-1 UaDfwH6KVga61 RG561 WU8LpmgL6yy9j2zhcHEzPU5m 2-0-0 5-9-14 11-0-0 16-8-0 22-4.0 27 6-2 33-4-0 2-0-0 5-9-14 5-2-2 5.8-0 5-8-0 5-2-2 5-9-14 5.00 12 5x8 = 2x4 II 5x8 = 5 26 6 27 7 2x4 11 J 3x6 = 3x8 = 3x4 = 2x4 11 _ 3x6 3x4 = 3x6 = i 5-9-14 11-0-0 16-8-0 22-4-0 27-6-2 33-4-0 5-9-14 5-2-2 5-8-0 5-2-2 5-9-14 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=1232/0-8-0, 2=1340/0-8-0 Max Horz 2=126(LC 7) Max Uplift 9=-364(LC 8), 2=-458(LC 8) CSI. DEFL. in (loc) I/defl L/d TC 0.34 Vert(LL) -0.18 13 >999 240 BC 0.64 Vert(TL) -0.41 11-13 >985 180 WB 0.28 Horz(TL) 0.14 9 n/a n/a Matrix -AS Scale = 1:61.6 3x6 = PLATES GRIP MT20 2441190 Weight: 171 lb FT = 0% BRACING. TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2536/742, 3-5=-2125/665, 5-6=-2183/726, 6-7=-2183/726, 7-8=-2128/667, 8-9=-2550/755 BOT CHORD 2-16=-627/2285, 15-16=-627/2285, 13-15=-479/1922, 11-13=-481/1924, 10-11=-639/2298, 9-10=-639/2298 WEBS 3-15=-425/164, 5-15=-42/355, 5-13=104/459, 6-13=-332/166, 7-13=-101/456, 7-11=-46/356, 8-11=-437/176 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=364, 2=458. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord andY2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Mel building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ' Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence � T10909971 J33631 A04 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s.Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:38 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-Vg8bsGlk5poRkB?SfpYl1 LuwQ4hjhMvtGdR9pgzPU5I 2-0-0 6-9-14 13-0-0 20.4.0 26 6-2 33-4-0 2-0-0 6-9-14 6-2-2 7-4-0 6-2-2 6-9-14 2x, 5.00 12 5x8 = 25 5x5 = Scale = 1:61.6 3x6 = 2x4 II 3x6 = V 3x8 = 2x4 II 3x6 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 CSI. DEFL. in (loc) I/deft L/d TC 0.60 Vert(LL) -0.16 13-15 >999 240 BC 0.62 Vert(TL) -0.41 12-13 >985 180 WB 0.51 Horz(TL) 0.14 9 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1339/0-8-0, 9=1232/0-8-0 Max Horz 2=146(LC 7) Max Uplift 2=-458(LC 8), 9=-364(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2499/733, 3-5=-1967/625, 5-6=-1768/616, 6-8=-1968/626, 8-9=-2510/742 BOT CHORD 2-15=-610/2244, 13-15=-610/2244, 12-13=-418/1767, 10-12=-620/2255, 9-10=-620/2255 WEBS 3-13=-548/212, 5-13=-501438, 6-12=-52/439, 8-12=-560/223 PLATES GRIP MT20 244/190 Weight: 164 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. 1 Row at micipt 5-12 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=458, 9=364. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and''/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and, bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Farkas ResidenceT10909972 a Tty J33631 A05G Hip Girder Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:40 2017 Page 1 I D:J2sJTM28TsyON4CmBmD?IOzP WnO-R3FLHyJ?dQ38zV9rmEbD6mzBhtGc9AzAkxwGtZzPU5j -2-0-0 5-1-7 9-7-1 14.0-11 19-3-5 23-8-15 28-2-9 33-4-0 2-0-0 5-1-7 4-5-10 4-5-10 5-2-10 4-5-10 4-5-10 5-1-7 Scale: 3/16"=l' 5.00 12 5x8 = 5x8 M18SHS = sx6 b 27 7 I4 d 4x8 M18SHS = 2x4 II HUS26 6x6 — 4x8 M18SHS = V HUS26 6x8 = HUS26 6x6 —_ HUS263x6 II 4x10 M18SHS = HUS26 HUS26 6x6 = HUS26 5x8 M18SHS = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 i 5-1-7 9-7-1 14-0-11 19-3-5 23-8-15 28-2-9 33-4-0 5-1-7 4-5-10 4-5-10 5-2-10 4-5-10 4-5-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Vert(LL) -0.43 15-16 >939 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.95 15-16 >420 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -MS Weight: 421 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 `Except* 6-7,1-4: 2x4 SP No.1, 8-11: 2x4 SP 285OF 1.8E BOT CHORD 2x6 SP DSS `Except` 14-17: 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=652210-8-0, 11=8223/0-8-0 Max Horz 2=157(LC 7) Max Uplift 2=-2079(LC 8). 11=-2548(LC 8) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 7-9-4 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-16473/5066, 3-5=-14921/4668, 5-6=-12057/3825, 6-7=-1146813661, 7-9=-12357/3903, 9-1 0=-1 5960/4988, 10-11 =-I 9592/6084 BOT CHORD 2-19=-4623/15169, 18-19=-4623/15169, 16-18=-4195/13751, 15-16=-3372/11178, 13-15=-4489/14706, 12-13=-5573/18080, 11-12=-5573/18080 WEBS 3-19=-262/1071, 3-18=-15681472, 5-18=-910/3099, 5-16=-3518/1125, 6-16=-1258/4055, 6-15=-226/598, 7-15=-1373/4493, 9-15=-4408/1416, 9-13=-1195/3974, 10-13=-3726/1196, 10-12=-793/2695 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=33ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has. been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=2079,11=2548. 11) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss) or equivalent at 7-0-12 from the left end to connect truss(es) to front face of bottom chord. ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty Ply Farkas Residence F T10909972 31 A05G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:40 2017 Page 2 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-R3FLHyJ?dQ38zV9rmEbD6mzBhtGc9AzAkxwGtZZPU5j NOTES- 12) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-0-12 from the left end to 31-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=-54, 6-7=-54, 7-11=-54, 2-11=-20 Concentrated Loads (lb) Vert:15=-746(F) 14=-746(F) 28=-1696(F) 29=-746(F) 30=-746(F) 31=-746(F) 32=-746(F) 33=-746(F) 34=-1051(F) 35=-1051(F) 36=-1051(F) 37=-1051(F) 38=-1051(F) ®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 MiTek8 connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job fl Truss Truss Type Qty Ply Farkas Residence T10909973 J33631 B01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:41 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-wFpjUlKdOkB?bek1Ky6Sf WOIHeOunzJzbfpQ?zPU5i -2-0-0 3-9-14 7-0-0 10-8-0 14-4-0 17-6-2 21-3-0 r 2-0-0 3-9-14 3-2-2 3-8-0 3.8-0 3-2-2 3-8-14 Scale = 1:39.6 4x8 = 1x4 II 4x8 = 3 20 4 21 22 23 5 3x6 = 1 x4 11 3x8 = "x" 1 x4 11 3x6 = ' 3-9-14 3-2-2 3-8-0 3-8-0 3-2-2 3-8-14 ' Plate Offsets (X,Y)--I1:0-2-2.0-0-81.(3:0-5-4,0-2-01.I5:0-5-4,0-2-01,f6:Edge.0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) -0.14 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(TL) -0.34 9-10 >760 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) 0.11 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 96 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-9 oc bracing. WEBS 2x4 SP No.3 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) 6=1464/0-7-0.2=1581/0-8-0 Max Horz 2=78(LC 7) Max Uplift 6=-424(LC 8), 2=-521(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3062/868, 3-4=-3182/959, 4-5=-3182/959, 5-6=-3067/876 BOT CHORD 2-10=-729/2754, 9-10=-729/2775, 7-9=-739/2781, 6-7=-737/2760 WEBS 3-10=-18/541, 3-9=-182/604, 4-9=-477/254, 5-9=-192/607, 5-7=-26/537 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=424, 2=521. 8) Hanger(s) or other, connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 109 lb up at 7-0-0, 111 lb down and 105 lb up at 9-0-12, 111 lb down and 105 lb up at 10-8-0, and 111 lb down and 105 lb up at 12-3-4, and 129 lb down and 109 lb up at 14-4-0 on top chord, and 321 lb down and 94 lb up at 7-0-0, 80 lb down at 9-0-12, 80 lb down at 10-8-0, and 80 lb down at 12-3-4, and 321 lb down and 94 lb up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=-54, 5-6=-54, 14-17=-20 Concentrated Loads (lb) Vert: 3=-1 11 (F) 5=-111(F) 8=-57(F) 10=-321(F) 9=-57(F) 4=-111(F) 7=-321(F) 20=-111(F) 21=-111(F) 24=-57(F) ®WARNING -Verity 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 q a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ILTruss Truss Type Qty Ply Farkas Residence ` T10909974 J33631 602 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:44 2017 Page 1 I D:J2sJTM28TsyON4CmBmD?IOzP WnO-KgVs7JMVhfZaS6Tc?4f9Gc82?VjG591 IfZuT0KzPU5f -2-0-0 i 4-9-14 i 9-0-0 12-4-0 16-6-2 21-3-0 2-0-0 4-9-14 '4-2-2 3-4-0 4-2-2 4-8-14 4x4 = 48 = Scale = 1:39.5 C+ 0 3x4 = 3x8 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.12 8-16 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.33 8-16 >774 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.05 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=781/0-7-0, 2=897/0-8-0 Max Horz 2=96(LC 7) Max Uplift 7=-230(LC 8), 2=-327(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1453/481, 3-4=-1168/375, 4-5=-1043/374, 5-6=-1172/378, 6-7=-1469/490 BOT CHORD 2-10=-396/1303, 8-10=-240/1046, 7-8=-406/1321 WEBS 3-10=-297/173, 4-10=-35/264, 5-8=-41/272, 6-8=-315/182 PLATES GRIP MT20 244/190 Weight: 103 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and 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) 9. 5) Plate(s) at joint(s) 1, 4, 5, 7, 2, 10, 3, 8, 6, 12 and 13 checked for a plus or minus 0 degree rotation about its center. 6) Plate(s) at joint(s) 9 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 live loads. 8) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=230,2=327. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE 11,7II-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 Mal, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 0' Truss Truss Type Qty Ply Farkas Residence r T10909975 J33631 B03 Common 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:44 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-KgVs7JMVhfZaS6Tc?4f9Gc82?VmU59dlfZUTOKZPU5f -2-0-0 5-7-14 10-8-0 15-8-2 21-3-0 2-0-0 5-7-14 5-0-2 5-0-2 5-6-14 Scale = 1:38.2 4x4 = n I0 0 3x4 = JAB — J�� — ��Y — 3x4 = 7-3-15 14-0-1 21-3-0 7-3-15 6-8-2 7-2-15 Plate Offsets (X Y)-- 11:0-2-2.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) -0.07 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(TL) -0.18 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.17 Horz(TL) 0.04 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 96 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 OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=781/0-7-0, 2=897/0-8-0 Max Horz 2=111(LC 7) Max Uplift 6=-230(LC 8), 2=-327(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1459/446, 3-4=-1294/422, 4-5=-1304/430, 5-6=-1471/455 BOT CHORD 2-9=-35811299, 7-9=-195/893, 6-7=-367/1313 WEBS 4-7=-119/452, 5-7=-280/168, 4-9=-108/437, 3-9=-272/162 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Qt=lb) 6=230,2=327. 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. AWARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall lye building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 c Truss Truss Type Qty Ply Farkas Residence T10909976 J33631 C01 G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:46 2017 Page 1 ID;J2sJTM28TsyON4Cm6mD?IOzPWnO-GDccY?OmCGplhQd_7VidM1 D1610bZ2126tNa5CzPU5d 2-0-0 3-9-14 7-0-0 9-8-0 12-10-2 16-7-0 2-0-0 3-9-14 3.2-2 2-8-0 3-202 3-8-14 Scale = 1:31.4 4x8 = 4x4 = 3 18 19 4 3x4 = — "" — 4x4 = 3-9-14 7-0-0 9-8-0 12-10-2 16-7-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 0.62 BC 0.68 WB 0.20 Matrix -MS DEFL. in Vert(LL) -0.07 Vert(TL) -0.18 Horz(TL) 0.06 (loc) I/defl L/d 6-8 >999 240 8-17 >999 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 71 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-9 oc bracing. WEBS 2x4 SP No.3 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) 5=112310-7-0.2=1241/0-8-0 Max Horz 2=78(LC 7) Max Uplift 5=-324(LC 8), 2=-423(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2209/623, 3-4=-2000/616, 4-5=-2218/629 BOT CHORD 2-8=-503/1968, 6-8=-504/1989, 5-6=-509/1979 WEBS 3-8=-28/512, 4-6=-37/517 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=324, 2=423. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 129 lb down and 109 lb up at 7-0-0, and 111 lb down and 105 lb up at 8-4-0, and 129 lb down and 109 lb up at 9-8-0 on top chord, and 321 lb down and 94 lb up at 7-0-0, and 80 lb down at 8-4-0, and 321 lb down and 94 lb up at 9-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 4-5=-54, 12-15=-20 Concentrated Loads (lb) Vert: 3=-1 11 (B) 4=-1 11 (B) 8=-321 (B) 6=-321 (B) 18=-1 11 (B) 20=-57(B) ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 ee 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' is always required for stability and to prevent collapse 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 k Truss Truss Type Qly Ply Farkas Residence � T10909977 J33631 CO2G Common Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:47 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-kPA?ILPOzax9JZB BgC DsuFmW1 inrl N?CLX68dfzPU5c -2-0-0 4-5-14 8-4-0 12-2-2 16-7-0 2-0-0 4-5-14 3-10.2 3-10-2 4-4-14 Scale = 1:30.2 4x4 = I¢ 0 HUS26 4-5-14 B-4-0 12-2-2 16-7-0 4-5-14 3-10-2 3-10-2 4-4-14 Plate Offsets (X Y)--f1:0-2-2.0-0-81.16:0-10-9,0-1-91.18:0-4-0.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.49 Vert(TL) -0.23 8-9 >866 180 BCLL 0.0 Rep Stress Incr NO WB 0.71 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 185 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD 2x6 SP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 6=361210-7-0, 2=2509/0-8-0 Max Horz 2=90(LC 7) Max Uplift 6=-1081(LC 8), 2=-830(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5904/1775, 3-4=-5168/1606, 4-5=-5171/1607, 5-6=-7415/2250 BOT CHORD 2-9=-1592/5421, 8-9=-1592/5421, 7-8=-2038/6835, 6-7=-2038/6835 WEBS 4-8=-1121/3721, 5-8=-2326/726, 5-7=-443/1631, 3-8=-758/233, 3-9=-86/432 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp 8; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=1081, 2=830. 9) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 7-0-12 from the left end to 15-0-12 to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-6=-54, 2-6=-20 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job x Truss Truss Type Qty Ply Farkas Residence T10909977 J33631 CO2G Common Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 17=-1 572(F) 18=-814(F) 19=-817(F) 20=-789(F) 21 =-796(F) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:47 2017 Page 2 I D:J2sJTM28TsyON4Cm8mD?I OzP Wn0-kPA?ILPOzax9JZBBgCDsuFmW1 inrlN?CLX68dfzPU5c A 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 properly incorporate this design Into the overall my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 7 Job k Truss Truss Type Qty Ply Farkas Residence T10909978 J33631 D01 G Half Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:48 2017 Page 1 I D:J2sJTM28TsyON4CmBmD?I OzP WnO-CckNyhPOkt3OwjmNEwk5RSIkN6Bq 1 zgLaBsh95zPU5b -2-0-0 5-0-0 r _ _7-8-0 2-0-0 5-0-0 2-8-0 4x4 = 3x6 = 3 13 14 4 N O 5-0-0 7-8-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 7.0 Lumber DOL 1.25 BC 0.25 BCLL 0.0 Rep Stress Incr NO WB 0.17 BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except` 4-5: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=423/0-8-0, 2=440/0-8-0 Max Horz 2=121(LC 8) Max Uplift 5=-220(LC 8), 2=-280(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-419/166, 3-4=-337/171, 4-5=-419/214 BOT CHORD 2-6=-177/345 WEBS 4-6=-227/444 DEFL. in (loc) I/deft L/d Vert(LL) 0.03 6-12 >999 240 Vert(TL) -0.05 6-12 >999 180 Horz(TL) 0.00 5 n/a n/a Scale = 1:18.2 PLATES GRIP MT20 2441190 Weight: 41 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 5=220,2=280. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 76 lb up at 5-0-0, and 77 lb down and 68 lb up at 7-0-12 on top chord, and 203 lb down at 5-0-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-4=-54, 5-10=-20 Concentrated Loads (lb) Vert: 3=-56(B) 6=-80(B) 14=-73(B) ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Farkas Residence ' T10909979 J33631 D02 Half Hip 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2-0-0 N O LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 7.0 Lumber DOL 1.25 BC 0.41 BCLL 0.0 Rep Stress Incr YES WB 0.10 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 5=265/0-8-0, 2=397/0-8-0 Max Horz 2=151(LC 8) Max Uplift 5=-188(LC 8), 2=-265(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 3-5=-421/272 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:48 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-CckNyhPOkt3OwjmNEwk5RSIfy68H1 mLaBsh95zPU5b 7-0-0 0-B-0 5x5 = 2x4 II Scale = 1:21.9 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.14 5-11 >650 240 MT20 244/190 Vert(TL) -0.22 5-11 >419 180 Horz(TL) 0.00 2 n/a n/a Weight: 38 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 5=188,2=265. 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 parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence T10909980 J33631 D03 Monopilch 3 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:49 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-hollA1 QeVBBtYtLZodFKzgroaWUPmSYUorbEiXzPU5a 1-0-0 7-8-0 0-0 7-8-0 3x4 r a 0 Scale=1:22.9 3x4 11 7-8-0 7-8-0 Plate Offsets (X Y)-- (1:0-2-2 0-0-81 13:0-0-13 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.15 4-10 >603 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.22 4-10 >403 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014(TP12007 Matrix -AS Weight: 35 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 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) 4=265/0-8-0, 2=397/0-8-0 Max Horz 2=159(LC 8) Max Uplift 4=-191(LC 8), 2=-262(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=191,2=262. 6) 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 Mit-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 0 Job Truss Truss Type Qty Ply Farkas Residence T10909981 J33631 E01 G Half Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.1 lU s Apr li 2U1 I MI I ex Inaustnes, Inc. I ue Apr iu 12:4L:o1 2u1 t rage 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-dBQVbjSutoRbnBVyv2Ho35w21J2yE6NnG94LmQzPU5Y i -2-0-0 3-9-14 1 7-0-0 10-10-0 i12-4-0 1 14-2-0 17-9-12 22-11-14 i 27-8-0 32-2-0 36-8-0 i r2-0-0 3.9-14 3-10-0 1-6-0 1.10-0 3.7-12 5-2-2 4-B-2 4-6-0 - 4-6-0 Scale = 1:67.7 2x4 II 3x6 = 5x8 = 4x10 = 3x6 = 3x6 = 46 = 3x8 = 4x6 = 5.00 12 4 35 36 5 37 38 39 6 7 40 41 8 42 43 9 44 10 11 45 46 12 r ^ [� - --. Pa ��n � ' I ` \ih6q tilt: o Li 28 27 47 26 24 2349 5x1222 = 3x6 = 2x4 II 3x4 = 3x6 = 4x6 = 4x10 = 4x8 M18SHS 11 5x6 = v' 3x8M18SHS = VV 1615 14 13 57 58 59 60 3x6 11 3x4 = 3x4 II 4x10 = 6x10 M18SHS = Id 3-9-14 7-0.0 12-4-0 14-2-01 17-9-12 22-11-14 27-8-0 2 -2 0 32 O 36-e-0 3-9-14 3-2-2 5-4-0 1-10-0 0 3-1-12 5-2-2 4-5-2 0-6- 4-0-0 Plate Offsets (X Y)-- 11:0-2-2 0-1-01 14:0-5-12 0-2-81111:0-3-8.0-1-81,117:0-6-12,0-4-41 121:0-4-0.0-0-81.f23:0-2-8,0-2-01,f24:0-3-9,0-2-01.f25:0-2-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) -0.28 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.66 17-19 >440 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.12 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 209 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-6-6 oc purlins, 4-7,7-10: 2x4 SP No.1 except end verticals. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied or 3-1-2 oc bracing. Except: 18-24,17-18: 2x4 SP No.1, 9-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 8-20, 4-25 12-13: 2x6 SP No.2, 5-25: 2x8 SP No.2, 11-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing 9-19,5-20: 2x4 SP No.1 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 13=1592/Mechanical, 2=253/0-8-0, 25=3766/0-8-0 Max Horz 2=151(LC 8) Max Uplift 13=-480(LC 8), 2=-333(LC 21), 25=-1319(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-140/351, 3-4=-33/358, 4-5=-687/2149, 5-6=-1493/468, 6-8=-1493/468, 8-9=-3959/1254, 9-11=-4414/1376, 11-12=-1929/584, 12-13=-1497/498 BOT CHORD 2-28=-392/124, 27-28=-392/124, 25-27=-287/0, 23-25=-565/138, 21-24=-2391/830, 20-21=-2957/968, 19-20=-1254/3959, 17-19=-142414579, 14-15=-76/262 WEBS 3-27=-278/227, 4-27=-185/626, 24-25=-2279/849, 5-24=-2278/869, 14-17=-531/1744, 11-17=-872/2736, 11-14=-16271623, 12-14=-690/2281, 6-20=-512/260, 8-19=-25/477, 9-19=-652/198, 8-20=-2638/840, 5-20=-1525/4726, 4-25=-2164/817 NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DO L=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=480, 2=333, 25=1319. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil building design. Bracing Indicated is to prevent buckling of individual truss web andlor 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 ANSIITPII Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA'22314. Tampa, FL 36610 Job ` Truss Truss Type City Ply Farkas Residence • T10909981 J33631 E01 G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:52 2017 Page 2 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-5N_to2TXo6ZSPL48Tmo1 blTDnjOBzZdxVpqulszPU5X NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 lb down and 110 lb up at 7-0-0, 111 lb down and 105 lb up at 9-0-12, 111 lb down and 105 lb up at 11-0-12, 111 lb down and 105 lb up at 13-0-12, 109 lb down and 91 lb up at 15-0-12, 109 lb down and 91 lb up at 17-0-12, 109 lb down and 91 lb up at 19-0-12, 109 lb down and 91 lb up at 21-0-12, 109 lb down and 91 lb up at 23-0-12, 109 lb down and 91 lb up at 25-0-12, 109 lb down and 91 lb up at 27-0-12,'111 lb down and 105 lb up at 29-0-12, 111 lb down and 105 lb up at 31-0-12, and 111 lb down and 105 lb up at 33-0-12, and 111 lb down and 105 lb up at 35-0-12 on top chord, and 359 lb down and 57 lb up at 7-0-0, 88 lb down at 9-0-12, 88 lb down at 11-0-12, 80 lb down at 13-0-12, 70 lb down and 27 lb up at 15-0-12, 70 lb down and 27 lb up at 17-0-12, 70 lb down and 27 lb up at 19-0-12, 70 lb down and 27 lb up at 21-0-12, 70 lb down and 27 lb up at 23-0-12, 70 lb down and 27 lb up at 25-0-12, 70 Ib down and 27 lb up at 27-0-12, 80 lb down at 29-0-12, 80 lb down at 31-0-12, and 80 lb down at 33-0-12, and 80 lb down at 35-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-12=-54, 23-32=-20, 22-23=-20, 17-21=-20, 15-16=-20, 13-15=-20 Concentrated Loads (lb) Vert: 4=-111(B)_7=-99(B) 27=-321(B) 8=-99(8) 19=-69(B) 10=-111(B) 35=-111(B) 36=-111(B) 37=-111(B) 38=-99(B) 39=-99(B) 40=-99(B) 42=-99(B) 43=-99(B) 44=-111(B) 45=-111(B) 46=-111(B) 47=-57(B) 48=-57(B) 49=-57(B)51=-69(B) 52=-69(B) 53=-69(B) 54=-69(B) 55=-69(B) 56=-69(B) 57=-57(B) 58=-57(B) 59=-57(B) 60=-57(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence ' T10909982 J33631 E02 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:53 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD71OzP WnO-ZZYGOOT9ZQhl1 UfL1 TKG8WOYj7l l i6n4jSZSrizPU5W ,i -2-0-0 4-9-14 9-0-0 i 12-4-0 i 14-2-0 1 17-6-8 i 22-7-4_ _ _�_ 2Z8-0 2k210 31-10.2 36-8-0 2.0-0 4-9-14 4-2-2 3-4-0 1-10-0 3-4-8 5-0-12 5-0-12 0-6- 3-8-2 4-9-14 5x8 = 5.00 12 2x4 II 3x4 = 3x4 = 3x6 = 2x4 II 5x5 = 5 36 6 7 37 8 9 10 Scale = 1:67.5 '0 25 -, « 21 -- ---- sxa — 15 .1 1. 2x4 = 3x6 = 3x4 = 3x6=3x4 = 3x4 = 2x4 II 3x4 = 3x6 = 9-0-0 12-4-0 14-2-01 -8 17-6-8 22-7-0 27-8-0 2 -2 0 31.10.2 36-8-0 9-0-0 3-4-0 1-10-0 0 2-10-8 5-0.12 5-0-124-9-14 Plate Offsets (X Y)-- 11:0-2-2 0-1-01 f4:0-5-12 0-2-81 I16:0-2-4 0-2-121 (20:0-2-8 0-2-01 f22:0-0-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.14 26-35 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.26 16-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 200 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. 20-22: 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 OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 12=829/Mechanical, 2=40410-8-0. 24=1608/0-8-0 Max Horz 2=109(LC 7) Max Uplift 12=-249(LC 8), 2=-367(LC 8), 24=-594(LC 8) Max Grav 12=834(LC 18), 2=424(LC 17), 24=1608(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-287/309, 4-5=-40/531, 5-6=-765/303, 6-8=-15311513, 8-9=-1531/513, 9-1 0=-1 742/567, 10-11 =-I 784/547, 11-12=-1615/483 BOT CHORD 22-24=-401/121, 19-20=-577/196, 18-19=-166/765, 16-18=-379/1544, 12-13=-397/1445 WEBS 3-26=-341/218, 4-26=-239/334, 23-24=-1004/327, 5-23=-976/326, 4-24=-645/349, 8-18=-280/145,6-19=-700/258,9-16=-122/481, 5-19=-411/1483, 6-18=-240/888, 11-13=-318/135,13-16=-398/1437 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (directional); cantilever left and right exposed ; porch left 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) 12=249, 2=367, 24=594. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall M Ce , building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTeik• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSItTPII 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 Jotx Truss Truss Type city Ply Farkas Residence T10909983 J33631 E03 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:54 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-1 m5eDkUnKjp9eeEXbArVgjYiPX72RYDDy6J?NlzPU5V -2-0-0 5-8-2 i 11-0-0 12-4-Oi 14-2-0 18-11-2 25-8-0 27-8-0 i 31-10-2 36-8-0 2-0-0 5-8-2 5-3-14 1-4-0 1-10-0 4-9-2 68-14 2-0-0 4-2-2 4-9-14 3x6 = 5.00 12 5x5 = 3x4 = 2x4 II 3x6 = 5x8 = z.,a i_ 5 0 36 r 8 ' avr; 3x4 = 3x6 = 2x4 = 3x4 II 3x4 = oxo — 15.. ._ 2x4 I I 3x4 = 14-8-0 5-8-2 11-0-0 12A-0 14-2-0 18-11-2 25-8-0 27-8-0 2 -2 0 31-10.2 e3 -0 5-8-2 5-3-14 1-4.0 1-10-0 OE 432 6.8-14 2-0-0 0 3-8-2 4-414 Plate Offsets (X Y)-- 11:0-2-2.0-1-01, 19:0-5-12,0-2-81, 116:0-5-8.0-4-01, 120:0-0-8,0-1-81 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 20-22,10-14: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS ' 2x4 SP No.3 CSI. DEFL. in (loc) I/defl Lid TC 0.41 Vert(LL) -0.10 15 >999 240 BC 0.64 Vert(TL) -0.25 17-19 >999 180 WB 0.68 Horz(TL) 0.02 12 n/a n/a Matrix -AS REACTIONS. (lb/size) 12=830/Mechanical, 2=400/0-8-0. 24=1614/0-8-0 Max Horz 2=130(LC 7) Max Uplift 12=-254(LC 8), 2=-375(LC 8), 24=-580(LC 8) Max Grav 12=837(LC 18), 2=429(LC 17), 24=1614(LC 1) Scale = 1:68.7 4 12 cs tr 3x6 = PLATES GRIP MT20 244/190 Weight: 203 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ouide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-338/386, 3-5=-351/476, 5-6=0/422, 6-7=-8471357, 7-9=-847/357, 9-10=-1375/470, 10-11=-1944/605, 11-12=-1615/495 BOT CHORD 2-26=-303/268, 24-26=-327/66, 22-24=-313/64, 19-20=-452/140, 17-19=-293/1281, 16-17=-451/1765, 10-16=-128/534, 12-13=-409/1446 WEBS 3-26=-309/189, 23-24=-1021/291, 6-23=-1013/316, 9-17=-1001503, 10-17=-674/216, 5-24=-458/208, 5-26=-489/662, 7-19=-388/200, 6-19=-378/1442, 9-19=-509/117, 11-13=-408/163, 13-16=-400/1391, 11-16=-44/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=37ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DO L=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 ofwithstanding 100lb uplift atjoint(s) except (jt=lb) 12=254,2=375,24=580. 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. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.Y■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qry Farkas Residence �P" T10909984 J33631 E04 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:55 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-VyfOQ4VP51 xOGopj8uMkDx5tDwXbA?zNBm2ZvBzP U5U -2-0-0 6-9-14 13-0-0 18-4-0 23-8-0 29-10-2 36-8-0 2-0-0 6-9-14 6-2-2 5-4-0 5 4-0 6-2-2 6-9-14 5.00 12 5x5 = 2x4 'll 5 6 2x4 11 5x8 = 7 27 8 Scale = 1:67.5 3x6 — 2x4 I 5x10 = 3x8 = 3x4 = 2x4 II 3x6 = 3x6 = 6-9-14 12-0-0 1 -0- 18-4-0 3-8-0 29-10-2 3%10 6-9-14 5-2-2 -0-0 5-4-0 5-4-0 6-2-2 6-9-14 Plate Offsets (X Y)-- 11:0-2-2 0-1-01 18:0-5-12 0-2-81 116:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.06 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(TL) -0.17 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 197 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 OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=290/0-8-0, 16=1741/0-8-0, 11=787/Mechanical Max Horz 2=150(LC 7) Max Uplift 2=-286(LC 8), 16=-703(LC 8), 11=-220(LC 8) Max Grav 2=357(LC 17), 16=1741(LC 1), 11=809(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-42/373, 3-5=-223/747, 5-6=-136/633, 6-7=-424/154, 7-8=-424/154, 8-10=-882/258, 10-11=-1475/387 BOT CHORD 2-17=-345/0, 16-17=-345/0, 15-16=-424/276, 14-15=-77/760, 12-14=-294/1306, 11-12=-294/1306 WEBS 7-15=-326/158, 8-15=-511/172, 8-14=-69/409, 10-14=-621/241, 10-12=0/259, 5-16=-283/154, 6-15=-333/1107, 6-16=-1128/329, 3-16=-536/409 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left 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) 2=286,16=703,11=220. 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. A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jot+ Truss Truss Type Qty Ply Farkas Residence T10909985 J33631 E05 Hip 1 1 Jab Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:56 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD710zP WnO-z8DOeQ W1 sL4tuyNvibtzm8e2yKpivPuWPQo6RdzPU5T -14 7-9-14 12-4-0 15-0-0 21-8-0 28-10-2 36-8-0 2-0-0 6-5-14 1-4-0 4 6-2 2-8-0 6 8-0 7-2-2 7-9-14 2x, N d Scale = 1:67.5 5.00 12 5x5 = 5x5 = 3x6 = 2x4 II 5x10 = US = 3x6 = 2x4 II 3x6 = 10 14 d 6-5-14 12-4-0 15-0-0 21-8-0 28-10-2 36-8-0 6-5-14 5-10-2 2-8-0 6-8-0 7-2-2 7-9-14 Plate Offsets (X Y)-- 11:0-2-2.0-1-01 114:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(TL) -0.48 13-14 >618 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.03 10 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 187 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 WEBS 1 Row at midpt 6-14 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=307/0-8-0, 14=1712/0-8-0, 10=799/Mechanical Max Horz 2=171(LC 7) Max Uplift 2=-287(LC 8), 14=-699(LC 8). 10=-222(LC 8) Max Grav 2=379(LC 17), 14=1712(LC 1), 10=816(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-132/303, 3-5=-224/693, 5-6=-141/652, 6-7=-631/236, 7-9=-737/216. 9-10=-1417/375 BOT CHORD 2-15=-337/72, 14-15=-337/72, 11-13=-274/1243, 10-11=-274/1243 WEBS 3-14=-549/436,9-13=-699/288,9-11=0/274,6-13=-248/862,6-14=-1201/383 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L=37ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=287,14=699,10=222. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 417II.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 MiTek* 1' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional 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 of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oly Ply Farkas Residence T10909986 J33631 E06 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. I ue Apr 18 12:42:57 2017 rage 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-SKnmrmWfdeCkV6y6GJOCIMAEEkAfevxge4Xf 4zPU5S 2-0-0 6-1-3 11-6-10 1 -4- 17-0-0 19-8-0 24-11-3 30-2-5 35-9-0 2-0-0 6-1-3 5-5-6 -9- 4-8-0 2-8-0 5-3-3 5-3-3 5-6-11 2x< 5x8 = 5.00 12 5x5 = Scale = 1:65.4 3x6 = 2x4 II 5x6 = 3x4 = 3x8 = 3x6 = 3x4 = 3x6 II 613 12-4-0 17-0-0 19-8-0 27-6-12 35-9-0 r 6-1-3 6-2-13 4-8-0 2-8-0 7-10-12 Plate Offsets (X Y)-- 11.0-2-2 0-1-01 f6.0-5-12 0-2-81 f8 0-2-12 0-3-01 (8:0-0-0 0-1-121 f12:0-4-1 0-0-111 117:0-2-0 0-3-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 CSI. DEFL. in (loc) I/deft Lid TC 0.37 Vert(LL) -0.09 13-15 >999 240 BC 0.58 Vert(TL) -0.26 13-15 >999 180 WB 0.68 Horz(TL) 0.03 12 n/a n/a Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=345/0-8-0, 17=1638/0-8-0, 12=767/Mechanical Max Horz 2=186(LC 7) Max Uplift 2=-293(LC 8), 17=-686(LC 8), 12=-209(LC 8) Max Grav 2=413(LC 17), 17=1638(LC 1), 12=770(LC 18) PLATES GRIP MT20 244/190 Weight: 204 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-265/177, 3-5=-195/597, 5-6=-328/132, 6-7=-430/202, 7-9=-507/189, 9-10=-1134/333,10-12=-1313/379 BOT CHORD 2-18=-276/198, 17-18=-276/198, 16-17=-4091267, 13-15=-146/833, 12-13=-29511165 WEBS 3-17=-582/434, 5-17=-1285/466, 5-16=-245/913, 6-16=-630/210, 6-15=-187/598, 9-15=-584/252, 9-13=-69/415 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left 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) 2=293,17=686,12=209. 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. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek' building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing IV IiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Jot! Truss Truss Type Qty Ply Farkas Residence T10909987 J33631 E07 Common 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x, N d 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:42:58 2017 Page 1 nBmD?IOzPWnO-wXL936XHOyKb7GXIpOvRrZjOaBVYNL1 ptkHDWWzPU5R 24-0-8 29-9-0 35-9-0 2-0-0 ' 6-6-9 5-9-7 04-4 5-10-12 5-8-8 5-8-8 6-0-0 5x5 = 5.00 F12 Scale = 1:63.0 3x6 = 2x4 II 5x6 = 3x8 —_ 3x6 = 3x4 = 3x6 II i 6-6-9 12-4-0 18-4-0 27-9-0 35-9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.18 12-14 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(TL) -0.46 12-14 >624 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.03 11 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 2=339/0-8-0, 15=1650/0-8-0, 11=762/Mechanical Max Horz 2=199(LC 7) Max Uplift 2=-298(LC 8), 15=-680(LC 8), 11=-211(LC 8) Max Grav 2=416(LC 17), 15=1650(LC 1), 11=777(LC 14) PLATES GRIP MT20 244/190 Weight: 187 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-5=-185/621, 5-6=-434/166, 6-7=-413/168, 7-9=-1207/353, 9-11 =-1 3431375 BOT CHORD 2-16=-304/150, 15-16=-304/150, 14-15=-433/261, 12-14=-124/752, 11-12=-289/1183 WEBS 3-15=-548/408, 5-15=-1302/459, 5-14=-245/963, 7-14=-649/273, 7-12=-107/505 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DO L=1.60 3) The solid section of the plate is required to be placed over the splice line at joint(s) 13. 4) Plate(s) at joint(s) 4, 6, 8, 2, 3, 16, 15, 5, 14, 7, 12, 9, 11, 11, 1, 18 and 19 checked for a plus or minus 0 degree rotation about its center. 5) Plate(s) at joint(s) 13 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) 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) 2=298, 15=680, 11=211. 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 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 Ni B�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence T10909988 J33631 E08 Common 2 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:00 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP Wn0-svTvUnZYvZaJNZhhxRyvrv_ojbx8krFn6K2mKbOzPU5P -2-0-0 6-6-9 7 0- 12-5-4 18-4-0 24-M 29-9-0 35-9-0 2-0-0 6-6-9 0-5- 5-64 5-10-12 5-8-8 5-8-8 6-0-0 2x, 5x5 = 5.00 12 Scale = 1:63.0 2x4 II 5x8 — 3x8 —_ 3x6 = 3x4 = 3x8 II 3x6 = 7-0-0 12-5-4 15 4 0 25-11-11 35-9-0 7-0-0 5-5-4 5-10-12 7-7-11 9-9-5 Plate Offsets (X Y)-- 11:0-2-2 0-1-01.111:0-4-13 Edoel 115:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 TCDL 7.0 Lumber DOL 1.25 BC 0.82 BCLL 0.0 Rep Stress Incr YES WB 0.74 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Right 2x4 SP No.3 1-6-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.14 12-25 >999 240 MT20 2441190 Vert(TL) -0.36 12-25 >960 180 Horz(TL) 0.05 11 n/a n/a Weight: 188 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=158/0-8-0, 16=1589/0-8-0, 11=1004/Mechanical Max Horz 2=199(LC 7) Max Uplift 2=-209(LC 8), 16=-554(LC 8). 11=-295(LC 8) Max Grav 2=252(LC 17), 16=1589(LC 1), 11=1004(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-160/600, 3-5=-724/252, 5-6=-974/376, 6-7=-975/378, 7-9=-1574/498, 9-11 =-1 805/570 BOT CHORD 2-16=-507/180, 15-16=-507/180, 14-15=-108/659, 12-14=-305/1291, 11-12=-463/1610 WEBS 3-16=-1449/486, 6-14=-129/441, 7-14=-630/254, 7-12=-47/411, 9-12=-269/176, 5-15=-559/213, 3-15=-313/1278, 5-14=-25/317 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=36ft; eave=5ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left 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) 2=209, 16=554, 11=295. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and'/V 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply Farkas Residence T10909989 J33631 E09 Common 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:01 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-K6OHh7aAgliAJGtV8T8TCLpwLRHajhFZiVt7rzPU50 5-11-12 11-8-0 17-4-8 23-1-0 29-1-0 5-11-12 5-8 4 5-8-8 5-8-8 6-0-0 3x4 17 12 3x8 M18SHS = 18 4x4 = 5x12 = 10 9 3x4 = 3x4 = Scale = 1:51.3 3x8 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.43 11-12 >802 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.99 Vert(TL) -1.10 11-12 >317 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.07 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 156 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 'Except` BOT CHORD Rigid ceiling directly applied. 10-11: 2x4 SP No.2 WEBS 1 Row at midpt 2-12 WEBS 2x4 SP No.3 `Except` MiTek recommends that Stabilizers and required cross bracing 1-12: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer SLIDER Right 2x4 SP No.3 1-6-0 Installation guide, REACTIONS. (lb/size) 12=1 071 /Mechanical, 8=1071/Mechanical Max Horz 12=-141(LC 6) Max Uplift 12=-322(LC 8), 8=-312(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1153/414, 3-4=-1179/422, 4-6=-1720/540, 6-8=-1949/611 BOT CHORD 11-12=-205/934, 9-11=-342/1440, 8-9=-500/1742 WEBS 3-11=-167/560, 4-11=-594/259, 4-9=-54/348, 6-9=-265/172, 2-12=-1145/401 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=29ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=322,8=312. 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 parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply Farkas Residence i T10909990 J33631 E10 Common 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:01 2017 Page 1 I D:J2sJTM28TsyON4CmBmD?IOzP WnO-K6OHh7aAgtiAJGtV8T8TCLwuLXXahGFZiVt7rzPU50 5-11-12 11-8-0 16-2 4 21-0-0 5-11-12 5-8-4 4-6-4 4-9-12 3XI 5x6 = 102x4 II 9 -— - -- - 6 3x8 = 3x4 = 3x4 = Scale = 1:46.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.13 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.24 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 135 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 10=766/Mechanical, 6=766/0-8-0 Max Horz 10=94(LC 7) Max Uplift 10=-221(LC 8), 6=-233(LC 8) Max Grav 10=766(LC 1), 6=780(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-763/235, 2-3=-785/338, 3-4=-661/262, 1-10=-7161233 BOT CHORD 7-9=-1311555, 6-7=-147/508 WEBS 2-9=-350/220, 3-9=-122/290, 1-9=-170/701, 4-6=-774/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. it; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) 10=221, 6=233. 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 property incorporate this design into the overall �`�.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 Qty Ply Farkas Residence r T10909991 J33631 E11 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:02 2017 Page 1 ID:J2sJTM28TsyON4CmBmD?IOzPWnO-olafuTaoRBg1ctr32s N?Pt?FIvUJGhPoMFQfHzPU5N 5-3-12 10-4 i 13-0-0 _ 21-0-0 5-3-12 5-0 4 2-8-0 8-0-0 48 = 3x4 5x5 = 11 10 9 7 6 2x4 II 3x4 = 3x4 = 3x4 = 3x4 II 3x8 = 5-3-12 10-4-0 13-0-0 21-0-0 5-3-12 5-0-4 2-8-0 8-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=766/Mechanical, 6=766/0-8-0 Max Hors 11=83(LC 7) Max Uplift 11=-221(LC 8), 6=-233(LC 8) CSI. DEFL. in (loc) Well Ud TC 0.74 Vert(LL) -0.10 6-7 >999 240 BC 0.48 Vert(TL) -0.26 6-7 >956 180 WB 0.26 Horz(TL) 0.01 6 n/a n/a Matrix -AS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-730/227, 2-3=-669/261, 3-4=-562/264, 4-5=-692/236, 1 -11 =-718/232, 5-6=-688/252 BOT CHORD 9-10=-202/630, 7-9=-148/563 WEBS 1-10=-178/686, 5-7=-136/559 Scale = 1:46.2 PLATES GRIP MT20 244/190 Weight: 143 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=221,6=233. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and ''/V gypsum sheetrock be applied directly to the bottom chord. A 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■AO• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTe k, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI7 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 Farkas Residence r T10909992 J33631 E12 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:03 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-GU826pbQCUyuE1 QGCZVcYdQEQ9FR2eUY00_BjzPU5M 8-0 7-10-0 15-0-0 21-0-0 8-0 7-2-0 7-2-0 6-0-0 5.00 Fl_:�x5 = 2x4 11 2 4x4 = 1x4 II 3x4 = 12 3 4 13 4x8 = lu O 3x8 = 3x4 = 3x4 = I 7-10-0 15-0-0 21-0-0 7-10-0 7-2-0 6-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=766/Mechanical, 7=766/0-8-0 Max Horz l l=-81(LC 8) Max Uplift 11=-246(LC 8), 7=-208(LC 8) Max Grav 11=787(LC 14), 7=766(LC 18) CS1. DEFL. in (loc) I/defl L/d TC 0.45 Vert(LL) -0.09 10-11 >999 240 BC 0.50 Vert(TL) -0.23 10-11 >999 180 WE 0.61 Horz(TL) 0.01 7 n/a n/a Matrix -AS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/223, 3-5=-648/223, 5-6=-654/194, 6-7=-711/221 BOT CHORD 8-10=-125/549 WEBS 2-10=-246/754, 3-10=-439/228, 6-8=-137/623, 2-11=-8121370 Scale = 1:41.6 PLATES GRIP MT20 244/190 Weight: 142 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=246, 7=208. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and'/V gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate' this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply Farkas Residence T10909993 J33631 E13 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:04 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-khiQJ9c2zo4lrB?SAHOr4gzPPZY6n?Bi FgkXkAzP U5L 5-10-5 11-5-3 17-0-0 21-0-0 5-10-5 5-6-13 5-6-13 4-0-0 3x4 = 2x4 II 3x4 — 3x4 = 44 5.00 12 = 1 2 12 3 4 13 14 5 11 3x4 = 3x4 = 3x8 = 72x4 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.66 BCLL 0.0 Rep Stress Incr YES WB 0.97 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 11=766/Mechanical, 7=766/0-8-0 Max Horz 11=-59(LC 8) Max Uplift 11=-243(LC 4), 7=-214(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-740/215, 3-5=-480/176, 5-6=-554/165, 6-7=-742/218 BOT CHORD 10-11=-155/601, 8-10=-197/740 WEBS 2-11=-800/279, 2-10=-30/327, 3-8=-386/124, 6-8=-158/652 DEFL. in (loc) I/defl L/d Vert(LL) -0.12 10-11 >999 240 Vert(TL) -0.30 10-11 >825 180 Hcrz(TL) 0.02 7 n/a n/a Scale = 1:39.5 PLATES GRIP MT20 244/190 Weight: 131 Ito FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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 to uplift at joint(s) except Qt=lb) 11=243, 7=214. 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 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence r T10909994 J33631 E14 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inca Tue Apr 18 12:43:05 2017 Page 1 ID:J2sJTM28TsyON4CmBMD?IOzPWnO-DtGoXVdgk6CbTLaek_X4d2VXVyHWWBrUKT5GczPU5K 6-6-5 12-9-3 _ 19-0-0 21-0-0 6-6-5 6-2-13 6-2-13 2-0-0 Scale = 1:36.4 3x4 II 3x4 = 12 2 13 3x4 = 3x4 = 14 15 5 44 = 5.00 112 11 3x4 = 3x4 = 3x6 = 72x4 II 4x4 = i 9-7-12 19-0-0 21-0-0 9-7-12 9-4-4 2-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.18 10-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(TL) -0.45 10-11 >549 180 BCLL 0.0 Rep Stress Incr YES WB 0.73 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 125 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 2-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=766/Mechanical, 7=766/0-8-0 Max Horz 11=-28(LC 8) Max Uplift 11=-237(LC 4), 7=-221(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-871/244, 4-5=-336/113, 5-6=-365/104, 6-7=-797/208 BOT CHORD 10-11=-223/760, 8-10=-251/846 WEBS 2-11=-893/305, 2-10=-7/311, 4-8=-640/209, 6-8=-186/736 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=237, 7=221. 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 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall HT 11' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 M Job • Truss Truss Type Qty Ply Farkas Residence T10909995 J33631 E15 Flat 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 7-0-9 3x4 = 1 1x4 II 11 2 12 8.110 s Apr 6 2017 MII eK Industries, Inc.. I ue Apr 18 12:43:Ub 2U11 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzPWnO-h3gAkrdJVPKS5U8rHi3J9F2kcMGXF2C?j_Deo2zPU5J 6-10-13 3x4 = 3x4 = 3 13 4 14 7-0-9 Scale = 1:35.6 3x4 = 5 10 V 3x4 = 6 3x4 II 3x8 = 3x4 = 3x4 II 7-0-9 6-10-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.06 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.16 9-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=766/Mechanical, 6=766/0-8-0 Max Uplift 10=-232(LC 4), 6=-232(LC 5) PLATES GRIP MT20 244/190 Weight: 117 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1 -1 0=-700/248, 1-2=-1008/298. 2-4=-1008/298, 4-5=-1009/299, 5-6=-700/249 BOT CHORD 7-9=-299/1009 WEBS 1-9=-327/1103, 2-9=-391/219, 4-7=-391/203, 5-7=-327/1104 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom 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. 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) 10=232, 6=232. 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 11,7II.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 ANSIITP11 Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Farkas Residence F T10909996 J33631 E16G Flat Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:08 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-dSyx9XfZ11 aAKol DP75nFg71 CArzjgOHAI iltxiPU5H 5-3-14 10-6-0 15-8-2 21-0-0 5-3-14 5-2-2 5-2-2 5.3-14 Scale = 1:35.3 1 x4 11 3x8 = 3x4 = 1 x4 11 4x8 = 4x8 = 1 13 14 15 2 16 17 18 19 3 4 20 21 22 5 23 24 25 6 26 27 28 11 29 30 10 q 31 32 n 33 34 VA 12 3x6 II 5x10 = 4x4 = 1x4 II LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 TCDL 7.0 Lumber DOL 1.25 BC 0.92 BCLL 0.0 Rep Stress Incr NO WB 0.95 BCDL 10.0 Code FBC2014rrPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-12,6-7: 2x6 SP No.2 REACTIONS. (lb/size) 12=1716/Mechanical, 7=1681/0-8-0 Max Uplift 12=-497(LC 4), 7=-491(LC 5) 5x10 = DEFL. in (loc) I/defl Lid Vert(LL) -0.12 9 >999 240 Vert(TL) -0.30 8-9 >834 180 Horz(TL) 0.06 7 n/a n/a 35 7 3x6 II PLATES GRIP MT20 244/190 Weight: 120 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-4-10 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-1568/530, 1-2=-2240/650, 2-3=-2240/650, 3-5=22291646, 5-6=-2229/646, 6-7=-1545/522 BOT CHORD 9-11=-854/2936, 8-9=-854/2936 WEBS 1-11=-725/2498, 2-11=-598/333, 3-11=-802/247, 3-9=0/401, 3-8=-813/252, 5-8=-592/330, 6-8=-723/2496 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=497, 7=491. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 lb down and 102 lb up at 0-10-9. 113 lb down and 105 lb up at 2-2-9, 113 lb down and 105 lb up at 4-2-9, 113 lb down and 105 Ito up at 6-2-9, 111 lb down and 105 lb up at 8-2-9, 111 lb down and 105 lb up at 10-2-9, 111 lb down and 105 lb up at 12-2-9, 113 lb down and 105 lb up at 14-2-9, 113 lb down and 105 lb up at 16-2-9, and 113 lb down and 105 lb up at 18-2-9, and 123 lb down and 102 lb up at 20-2-9 on top chord, and 87 lb down at 0-10-9, 80 lb down at 2-2-9, 80 lb down at 4-2-9, 80 lb down at 6-2-9, 80 lb down at 8-2-9, 80 lb down at 10-2-9, 80 lb down at 12-2-9. 80 Ib down at 14-2-9, 80 lb down at 16-2-9, and 80 lb down at 18-2-9, and 89 lb down at 20-2-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type City Ply Farkas Residence r T10909996 J33631 E16G Flat Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. I ue Apr 18 12:4:3:US ZUl / Page z I D:J2sJTM28TsyON4Cm8mD?IOzP Wn0-dSyx9XfZ11 aAKol DP75nFg71 CArzjgOHAliltxzPU5H LOAD CASE(S) Standard Uniform Loads (pit) Vert: 1-6=-54, 7-12=-20 Concentrated Loads (lb) Vert: 4=-1 1 1(F) 9=-57(F) 3=-111(F) 13=-120(F) 14=-111(F) 15=-111(F) 17=-111(F)19=-111(F) 21=-111(F) 23=-111(F) 24=-111(F) 25=-123(F) 26=-61(F) 27=-57(F) 28=-57(F) 29=-57(F) 30=-57(F) 31=-57(F) 32=-57(F) 33=-57(F) 34=-57(F) 35=-62(F) AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erectionand bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSS-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 Farkas Residence T10909997 J33631 MHV8 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. rue Apr its 12:43:u3 2U1 I rage 1 I D:J2sJTM28TsyO N4Cm8mD?I OzP WnO-dSyx9XfZ11 aAKol DP75nFg78OAOBj2bHAl iltxzPU5 H 7-6-8 1 8-0-0 7-6-8 0-5-8 d 2x4 = 2x3 I I n 4 6 5 2x3 % 1x4 II 2x3 II Scale = 1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) n7a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-S Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=93/7-11-6, 5=120/7-11-6, 6=313/7-11-6 Max Horz 1=103(LC 8) Max Uplift 5=-44(LC 8). 6=-118(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 6=118. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Nil building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Farkas Residence , T10909998 J33631 MV2 Valley 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:09 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-5eVJMsgBoKi 1 yytPzgcOnugMUaPASUVRPyRI PNzPU5G 2-0-0 200 Scale = 1:6.9 5.00 F_2 2 v 0 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on; bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=46/1-11-6, 2=34/1-11-6. 3=12/1-11-6 Max Horz 1=19(LC 8) Max Uplift 1=-10(LC 8), 2=-21(LC 8) Max Grav 1=46(LC 1), 2=34(LC 1), 3=25(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design. parameters and properly incorporate this design Into the overall 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qly Ply Farkas Residence t T10909999 J33631 MV3 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Fierce, I-L 3494b 24 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.05 TCDL 7.0 Lumber DOL 1.25 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix-P 0.l lu 5 Hpt 0 Zu I r IVII I erc Inuubulub, In.. I uG X IO IL._J LU 1 r ray. l I D:J2sJTM28TsyO N4Cm8mD?I OzP WnO-5eVJMsgBoKi 1 yytPzgcOnugMHaP1 SUVRPyRI PNzPU5G 2-4-0 2-4-0 Scale = 1:7.6 3 2x3 II DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) 0.00 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=53/2-3-6, 3=53/2-3-6 Max Horz 1=22(LC 8) Max Uplift 1=-11(LC 8), 3=-20(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Weight: 6 lb FT = 0% Structural wood sheathing directly applied or 2-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 6=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qly Ply Farkas Residence T10910000 J33631 MV4 Valley 3 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 d.1 lu s i pr o zu it Ivn i eK uwusmes, Iw.- — r,Pr 10 14.40. w cu I r rays I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-Zr3haChpZequZ6ScWX7FK5DUwzjuBxladcBrxpzPUSF 4-0-0 4-0-0 Scale = TA 1.1 2 v 0 2x4 % 2x4 II 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.24 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=115/3-11-6, 3=115/3-11-6 Max Horz 1=47(LC 8) Max Uplift 1=-24(LC 8), 3=44(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE. q!!q Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not C at ss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall �iii��.��Yi iTek• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Farkas Residence T10910001 J33631 MV5 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 15.11U s /Apr 0 ZU-I I IVII I eK InuUSIDes, Inc. I ue tApr is IL:9J: r i zu I I rn9e I I D:J2sJTM28TsyON4Cm8mD?I OzP Wn0-11 d3nYh RKyylBG1 o4FeUsJlejN2PwO?ksGwPTGzPU5E 4-4-0 4-4-0 Scale = 1:11.8 3 2x3 i 2x3 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 14 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=127/4-3-6, 3=127/4-3-6 Max Horz 1=52(LC 8) Max Uplift 1=-27(LC 8), 3=-49(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 4-4-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeK® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall iii��•�YYi 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 ANSITfPI1 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 .M Job • Truss Truss Type Qly Ply Farkas Residence T10910002 J33631 MV6 Valley 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 v d 0 0,-1.1U 5 HpF o 4U I I IVII I UK n1UUSUICS, "". I Utl rrp, - 1c.90. i i c. i I r yc i I D:J2sJTM28TsyO N4Cm8mD?I OzP WnO-11 d3nYhRKyylBG1 o4FeUsJlg 1 N4GwOVksGwPTGzPU5E 6-0-0 6-0-0 2x4 II 3 5 4 2x4 % 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL, 1.25 TC 0.16 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=55/5-11-6, 4=84/5-11-6, 5=238/5-11-6 Max Horz 1=78(LC 8) Max Uplift 4=-32(LC 8), 5= 91(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale: 3/4"=l' PLATES GRIP MT20 2441190 Weight: 21 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11: Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. of Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not�y a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Farkas Residence T10910003 J33631 MV7 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 v 0 6-4-0 a.11U S F\pf a Zul / MI I eK Inausines, Inc. I ue /1pr I I L:'IS.1 L LV It rage I ID:J2sJTM28Tsy0N4CMBmD?IOzPWnO-VDBR?ui35F5cpPc ey9jPWIrtnPPfrlt5wgyOizPU5D 2x3 II 3 5 4 2x3 1x4 II 2x3 II Scale = 1:16.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=66/6-3-6, 4=93/6-3-6, 5=243/6-3-6 Max Horz 1=83(LC 8) Max Uplift 4=-36(LC 8), 5=-92(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply Farkas Residence r T10910004 J33631 MV8 Valley 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.11U s Apr b zul 1 mi I eK indUS1nes, Inc. I ue Apr -Id lL:4S: IJ zu it rage -I I D:J2sJTM28TsyON4Cm8mD?IOzPWnO-_PlgCEjirZDTQZBBCghyykr??BjMOIrOKaP WY8zPU5C 8-0-0 8-0-0 2x4 II 3 Scale = 1:20.6 5 4 2x4 % 1x4 I 2x4 II I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=90/7-11-6. 4=118/7-11-6, 5=317/7-11-6 Max Horz 1=108(LC 8) Max Uplift 4=-45(LC 8). 5=-121(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 5=121. ® WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MI FEK REFERENCE PAGE 11711.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 Farkas Residence T10910005 J33631 V4 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.111) s Apr b 4U1 / ml I ek industries, Inc. I ue Apr is i2:43:26 20 I r rage I I D:J2sJTM28TsyON4CmBmD?IOzPWnO-5wl kxgtroZrdUZghSvQ?zTtGAQBexBjxJ53iVuzPU5? 2-0-0 4-0-0 2-0-0 2-0-0 2x4 = Scale = 1:7.4 5.00 12 2 3 � 1 3 � Id 0 0 2x3 i 2x3 0- - 0 4-0-0 0- - 0 3-11.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.03 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-P Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=92/3-10-13, 3=9213-10-13 Max Horz 1=-11(LC 6) Max Uplift 1=-27(LC 8), 3=-27(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss'web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Farkas Residence r T10910006 J33631 V8 Valley 1 1 Job Reference o liana/ East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MITek Industries, Inc. I ue Apr 18 12:43:27 20i r rage 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-Z6b68OuUYszU6jFlOcxEWhQOMgW5gdS4YloF2KzPU5_ 4-0-0 8-0-0 4-0-0 4-0-0 Scale = 1:14.6 2x3 1x4 II 2 3x4 = 2x3 .9 6 0_ _10 7-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-S Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=105/7-10-13. 3=105/7-10-13, 4=270/7-10-13 Max Horz 1=-29(LC 6) Max Uplift 1=-37(LC 8), 3=-37(LC 8), 4=-69(LC 8) Max Grav 1=108(LC 17), 3=108(LC 18), 4=270(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 3, 4. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type City Ply Farkas Residence T10910007 J33631 r V12 Valley 1 1 Job Reference o tional East Coast Truss, Ft, Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. 7 ue Apr 18 12:43:14;mi f Nage 1 ID:J2sJTM28TsyON4Cm8mD?I OzP WnO-ScJCQakKctLK2jmNINCBUxNBzb4k71DAYE934bzPU5B 6-0-0 12-0-0 6-0-0 6-0-0 Scale = 1:19.1 4x4 = 8 7 6 3x4 1 x4 11 1 x4 11 1 x4 11 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014ITP12007 CSI. DEFL. in (loc) I/defl L/d TC 0.18 Vert(LL) n/a n/a 999 BC 0.13 Vert(TL) n/a n/a 999 WB 0.03 Horz(TL) 0.00 5 n/a n/a Matrix-S PLATES GRIP MT20 244/190 Weight: 41 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 11-10-13. (lb) - Max Horz 1=-47(LC 6) Max Uplift All uplift 100 Ito or less at joint(s) 1, 5, 6, 8 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 7 except 6=254(LC 1), 8=254(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5, 6, 8. ®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 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Farkas Residence � T10910008 J33631 V16 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:15 2017 Page 1 ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-wotadwkyNATBgtKZJ5jQ19wKl QAsCIJnuucclzPU5A 8-0-0 16-0-0 8-0-0 8-0-0 v 0 0 4x4 = 3x4 % e r 3x4 1x4 II tx4 II 5x5 = Scale = 1:25.5 0-0 10 16-0-0 i 0-0-16 15-11-6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.18 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 5 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 54 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 15-10-13. (lb) - Max Horz 1=-65(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 5, 7 except 6=-120(LC 8), 8=-122(LC 8) Max Grav All reactions 250 lb or less at Joint(s) 1, 5 except 7=263(LC 1), 6=314(LC 18). 8=318(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus'0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5, 7 except (jt=lb) 6=120, 8=122. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not IMF It a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 v 0 0 Job • Truss Truss Type Qty Ply Farkas Residence T10910009 r J33631 V20 Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. I ue Apr its i'L:43:19 20i / rage i ID:J2sJTM28TsyON4Cm8mD?I OzP WnO-oZ65THoSRPzc8UeKYwnMB?4lcIBo00viVsgmozPU56 5-5-8 10-0-0 14-6-8 20-CO 5-5-8 4-6-8 4-6-8 5-5-8 Scale: 3/8"=l' v c• 0 44 = 3x4 % 9 8 7 6 3x4 1x4 II 1x4 II 3x4 = 1x4 II v 0 0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrP12007 CSI. TC 0.43 BC 0.30 WB 0.06 Matrix-S DEFL. in Vert(LL) nla Vert(TL) n/a Horz(TL) 0.00 (loc) I/dell L/d n/a 999 n/a 999 5 n/a nla PLATES GRIP MT20 244/190 Weight: 70 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 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. All bearings 19-10-13. (lb) - Max Horz 1=-83(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5, 8 except 9=-158(LC 8), 6=-158(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 5 except 8=274(LC 1), 9=410(LC 17). 6=410(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-298/182, 4-6=-298/182 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 5, 8 except Qt=lb) 9=158, 6=158. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence T10910010 J33631 V22 Valley 1 1 Job Reference cliana/ East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:21 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-IyEruzpjzOD KOoojgLggGQAIzPQbGvzC9pLxqhzPU54 -2-0-12 5-3-0 10-2-9 11-7-15 16-7-8 21-10-8 23-11-4 2-0-12 5-3-0 4-11-5 1-5-6 4-11-8 5-3-0 2-0-12 Scale = 1:42.7 4x4 = 4x4 = IF 15 14 16 13 12 11 17 10 9 2x4 II tx4 II - 1x4 II 3x4 = 1x4 II 2x4 II tx4 II 5-3-0 4-11-8 1-5-6 4-11-8 5-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.51 Vert(LL) -0.03 8 n/r 90 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.06 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014ITPI2007 Matrix-R Wind(LL) 0.01 8 n/r 120 Weight: 100 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-10-8. (lb) - Max Horz 15=-110(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 13,12 except 15=-177(LC 8). 9=177(LC 8), 14=-147(LC 8), 10=-147(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 15=308(LC 17), 9=308(LC 18), 13=283(LC 13), 12=281(LC 14), 14=444(LC 13), 10=443(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-15=-263/192, 7-9=-263/192 WEBS 3-14=-291/180, 6-10=-291/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 12 except Qt=lb) 15=177, 9=177, 14=147, 10=147. ®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 DU • 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jot Truss Truss Type Qty Ply Farkas Residence T10910011 i J33631 V22A Valley 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:24 2017 Page 1 ID:J2sJTM28TsyO N4Cm8mD?I OzPWnO-gXv_W?rbGxbvFF WILUNXu2ooZdQYTFxemabR?zPU51 -2.0-12 8-2-9 13-7-15 21-10-8 23-11-4 2-0-12 8-2-9 5-5-6 8-2-9 2-0-12 Scale = 1:42.7 4x4 = 4x4 = 4 16 17 5 15 14 18 13 12 11 19 10 9 2x4 II 1x4 II 1x4 II 3x4 = 1x4 II txa II 2x4 II 8-2-9 5-5.6 8-2-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.05 8 n/r 90 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(TL) -0.08 8 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(TL) 0.00 9 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-R Wind(LL) 0.01 8 n/r 120 Weight: 103 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 21-10-8. (lb) - Max Horz 15=-92(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 13, 11 except 15=-180(LC 8), 9=-180(LC 8). 10=-102(LC 8). 14=-102(LC 8) Max Grav All reactions 250 lb or less at joint(s) except 15=271(LC 17). 9=271(LC 18), 10=350(LC 14), 14=351(LC 13), 13=484(LC 13), 11=483(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-13=-270/91, 5-11=-270191 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except (jt=lb) 15=180, 9=180, 10=102, 14=102. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HV 21• 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 Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job • Truss Truss Type Qty Ply Farkas Residence T10910012 ? J33631 V24 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 62017 MiTek Industries, Inc. I ue Apr 18 12:43:25 20i t rage 1 ID:J2sJTM28TsyON4Cm8mD710zPWnO-djTMjLsD1 FjmsP5UvBumRGKlgOgQgDo4RJ8zSzPU50 12-0-0 24-0-0 12-0-0 12-0-0 Scale = 1:38.3 4x4 = -g 6 3x4 % 12 11 10 9 8 3x4 1x4 II 1x4 II 5x5 = 1x4 II 1x4 II 0- 10 24-0-0 0_ _10 23-11-6 Plate Offsets (X.Y)-- 110:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 7.0 Lumber DOL 1.25 BC 0.19 BCLL 0.0 Rep Stress Incr YES WB 0.08 BCDL 10.0 Code FBC2014/TP12007 Matrix-S DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) file n/a 999 Horz(TL) 0.00 7 n/a n/a Weight: 90 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 23-10-13. (lb) - Max Horz 1=-101(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 1, 7 except 8=-112(LC 8), 9=-121(LC 8), 12=-112(LC 8). 11=-121(LC 8) Max Grav All reactions 250 lb or less at joint(s) 1, 7 except 10=263(LC 1), 8=295(LC 1), 9=314(LC 18), 12=294(LC 1), 11=316(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=451t; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=,1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 7 except Qt=lb) 8=112, 9=121, 12=112, 11=121. ® WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11711.7479 rev. 1010312015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Type Qty JPly I Farkas Residence T10910013 Job } J33631 East Coast Truss, Ft. Pierce, FL 34946 I18 I 1 Job Reference (optional) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:28 2017 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-219UMMu6JA6Lktg3aJST3uyXQEuCP4CEmPYoZnzPU4z 2-0-0 1-0-0 Scale: 1.5"=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 4 n/a n/a Weight: 101b FT=O% BCDL 10.0 Code FBC2014ITPI2007 Matrix -MP LUMBER- TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=-23/Mechanical, 2=245/0-8-0, 4=-44/Mechanical Max Horz 2=60(LC B) Max Uplift 3=-23(LC 1). 2=-206(LC 8), 4=-44(LC 1) Max Grav 3=35(LC 8), 2=245(LC 1), 4=58(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=206. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a trs system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall buildiusng 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 Type Qty )Ply I Farkas Residence T10910014 Job 1 J33631 East Coast Truss, Ft. Pierce, FL 34946 I17 I 1 Job Reference (optional) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:29 2017 Page 1 ID:J2sJTM28TsyO N4Cm8mD?I OzP WnO-WUjtZivk4U ECL1 PF81 zib6UAeDgBXSN?3HM5DzPU4y 2-0.0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.00 4-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Scale = 1:12.2 PLATES GRIP MT20 244/190 Weight: 16 Ito FT = 0% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. TOP CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.3 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) 3=52/Mechanical, 2=248/0-8-0, 4=22/Mechanical Max Horz 2=89(LC 8) Max Uplift 3=-21(LC 8). 2=-150(LC 8) Max Grav 3=52(LC 1), 2=248(LC 1), 4=47(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any. other members. 6) Refer to girder(s) for truss,to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3 except (jt=lb) 2=150. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qly Ply Farkas Residence L T10910015 J33631 ZCJ3A Jack -Open 1 1 Jab Reference o tional • •30 2017 P 1 East Coast Truss, Ft. Pierce, FL 34946 2x3 = 8.110 s Apr 6 2017 MITek Industries, Inc. Tue Apr 18 12age ID:J2sJTM28TsyON4Cm8mD7lOzPWnO-_hHFn2wMrnM2zA ShkUx8J2wN1YLt_iXEj1VdfzPU4x 2-11-0 2-11-0 Scale = 1:10.8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.15 BC 0.14 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(TL) -0.01 Horz(TL) 0.00 (loc) Ildefl L/d 3-6 >999 240 3-6 >999 180 1 n/a n/a PLATES GRIP MT20 244/190 Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Iblsize) 1=106/0-7-0, 2=67/Mechanical, 3=39/Mechanical Max Horz 1=43(LC 8) Max Uplift 1=-21(LC 8), 2=-38(LC 8), 3=-3(LC 8) Max Grav 1=106(LC 1), 2=67(LC 1), 3=51(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 2, 3. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 s always required for stability and to prevent collapse 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 ' Truss Truss Type Qty Ply Farkas Residence Job T10910016 L * J33631 ZCJ5 Jack -Open 12 1 _ .._ Job Reference o tional .. .....-. ...r_,. ,_�.. _.___ _ T.._ n... 40 4n.n�l �°'1 qm47 Dann I East Coast Truss, Ft. Pierce, FL 34946 d.l10 s Apr o 20I r IVII I— IrIUUSL eS, a n.. i ue rp w ,c.�...w w , ..y.. I D:J2sJTM28TsyON4Cm8mD?I OzPWnO-OGyNP4yE8ikdgeil Nt2emygNmF WT4LSzwhFZE_zPU4u 5-0-0 5-0-0 Scale = 1:16.3 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.40 BC 0.37 WB 0.00 Matrix -AS DEFL. in Vert(LL) -0.02 Vert(TL) -0.07 Horz(TL) 0.00 (loc) Udefl Lid 4-10 >999 240 4-10 >911 180 2 n/a n/a PLATES GRIP MT20 2441190 Weight: 22 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 3=110/Mechanical, 2=30810-8-0, 4=52/Mechanical Max Horz 2=120(LC 8) Max Uplift 3=-57(LC 8), 2=-151(LC 8) Max Grav 3=11O(LC 1), 2=308(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Ct=lb) 2=151. 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-7479 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sure 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence j J33631 ZCJ5B Jack -Open 2 1 T10910017 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2x3 = d.l i O s Apr n tuir iwi i en a iuusu ics, nw. ius Api �....... y.. ID:J2sJTM28TsyON4Cm8mD?IOzPWnO-OGyNP4yE8ikdgeil Nt2emygMiFWC4LSzwhFZE_zPU4u 4-11-0 4-11-0 Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. 0.46 DEFL. in Vert(LL) -0.03 (loc) I/deft Ud PLATES GRIP 3-6 >999 240 MT20 244/190 TCLL 20.0 Plate Grip DOL 1.25 TC TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.07 3-6 >805 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 15 lb FT = 0% LUMBER- TOP CHORD 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=18010-7-0. 2=119/Mechanical, 3=61/Mechanical Max Horz 1=73(LC 8) Max Uplift 1=-37(LC 8), 2=-68(LC 8), 3=-2(LC 8) Max Grav 1=180(LC 1), 2=119(LC 1), 3=86(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom 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. 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) 1, 2, 3. 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply Farkas Residence T10910018 J33631 ZEJ5 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 8.110 s Apr 6 2017 MITek Industries, Inc. Tue Apr 18 12:43:35 2011 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-Ke48gl_VgK_L3ysPUH46rNljG2CxYFxGN?kgJtzPU4s 5-0-0 5-0-0 CSI. DEFL. in (loc) I/defl L/d TC 0.40 Vert(LL) -0.02 4-10 >999 240 BC 0.37 Vert(TL) -0.07 4-10 >911 180 WE 0.00 Horz(TL) 0.00 2 n/a file Matrix -AS REACTIONS. (lb/size) 3=110/Mechanical, 2=308/0-8-0, 4=52/Mechanical Max Horz 2=120(LC 8) Max Uplift 3=-57(LC 8), 2=-151(LC 8) Max Grav 3=11O(LC 1), 2=308(LC 1), 4=84(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:16.3 PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at Joint(s) 3 except (jt=lb) 2=151. 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 11,711.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the 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 ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Farkas Residence T10910019 J33631 ZEJ5A Jack -Open 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12.43.35 2011 Page 1 I D:J2sJTM28TsyON4Cm8mD?IOzP WnO-Ke48gl_VgK_L3ysPUH46rNljD2CpYFxGN?kgJtzPU4s 2-0.0 15-0-0 Scale = 1:16.3 Plate Offsets X Y -- 1:0-2-2 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.07 4-10 >872 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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. All bearings 5-0-0 except Qt=length) 3=Mechanical, 3=Mechanical. (lb) - Max Horz 2=120(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3 except 2=-151(LC 8) Max Grav All reactions 250 Ito or less at joint(s) 3, 3, 4 except 2=309(LC 1), 2=309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=151,2=151. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and I/V gypsum sheetrock be applied directly to the bottom chord. I& WARNING . Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not =•�*p a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall — �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Btvd. 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 Farkas Residence T10910020 l J33631 ZEJ7 Jack -Open 36 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:36 2017 Page 1 I D:J2sJTM28TsyON4CmBmD?IOzP WnO-preW15?7 Rd6Ch5Rc2?bLNai nTSRZHiBPcfU ErJzPU4r 7-0-0 7-0-0 Scale = 1:20.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) -0.09 4-10 >926 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(TL) -0.26 4-10 >317 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. 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) 3=165/Mechanical, 2=376/0-8-0, 4=77/Mechanical Max Horz 2=150(LC 8) Max Uplift 3=-90(LC 8), 2=-160(LC 8) Max Grav 3=165(LC 1), 2=376(LC 1), 4=120(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- ' 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=1b) 2=160. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and''/F 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 69D4 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 Farkas Residence T10910021 J33631 } ZEJ7A Jack -Open 7 1 Job Reference c tional East Coast Truss, Ft. Pierce, FL 34946 U.1 tU s Apr b ZU1 I Ivn I eK industries, olu. I ue Apt to 1-3.3 r — r r raga ID:J2sJTM28TsyON4CmBmD?IOzPWnO-H1 CuFR?ICxE3JFOoci6awoq_7smVO9RZrJDnNlzPU4q 2-p-p 2-8-0 7-0-0 2-0-0 2-8-0 4-4-0 LOADING (psf) SPACING- 2-0-0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr YES WE 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP NO.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=153/Mechanical, 2=376/0-8-0, 5=89/Mechanical Max Horz 2=150(LC 8) . Max Uplift 4=-76(LC 8), 2=-160(LC 8), 5=-7(LC 8) Max Grav 4=153(LC 1), 2=376(LC 1), 5=110(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl L/d Vert(LL) -0.12 3-5 >670 240 Vert(TL) -0.31 3-5 >272 180 Horz(TL) 0.13 5 n/a n/a Scale = 1:20.3 PLATES GRIP MT20 2441190 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; 13=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (jt=lb) 2=160. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Yd' gypsum sheetrock be applied directly to the bottom chord. WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSS-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 Farkas Residence T10910022 J33631 2 ZHJ5 Diagonal Hip Girder 2 1 Job Reference (optional) n,., — 18 10•n3•10201? oa,.01 East Coast Truss, Ft. Pierce, FL 34946 o. 1 ru a npi 1 r .e U„ , ^r - -- I D:J2sJTM28TsyON4Cm8mD?I OzP WnO-DQJff71?kYUnYZAAj782?DvOzgbj U3jrlciuSezPU4o -2-9-15 3-9-9 7-0-2 2-9-15 3-9-9 3-2-8 Scale = 1:20.0 3x4 II 2x4 = 3x3 11 - -3- 3-9-9 _3_ 3-9-9 7-0-2 3-2-8 Plate Offsets X Y -- 3:0-3-0 0-0-0 4:0-3-0 0-0-8 LOADING (psf) SPACING- 2-0-0 CS]. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.07 6-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(TL) -0.10 6-10 >806 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.01 Horz(TL) 0.00 3 n/a n/a Weight: 33 lb FT = 0% BCDL 10.0 Code FBC2014/TP12007 Matrix -MS LUMBER- TOP CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 1-7: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 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) 4=128/Mechanical, 6=76/Mechanical, 3=379/0-10-15, 7=0/Mechanical Max Horz 3=-288(LC 24). 7=390(LC 24) Max Uplift 4=-78(LC 8), 3=-235(LC 8) Max Grav 4=128(LC 1), 6=127(LC 3), 3=484(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-376/309, 2-3=-382/323 BOT CHORD 1-7=-279/390 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except Qt=lb) 3=235. 8) n/a 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 99 lb up at 1-4-15, 79 lb down and 99 lb up at 1-4-15, and 68 lb down and 33 lb up at 4-2-15, and 68 lb down and 33 lb up at 4-2-15 on top chord, and 53 lb down and 72 lb up at 1-4-15, 53 lb down and 72 lb up at 1-4-15, and 28 lb down and 1 lb up at 4-2-15, and 28 lb down and 1 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. *�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not +.�iq 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 ANSITTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Type IQty IPly I Farkas Residence T10910022 IJ33631 ZHJ5 Diagonal Hip Girder East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20, 1-7=-20 Concentrated Loads (Ib) Vert: 11=46(F=23,B=23)13=70(F=35,B=35)14=2(F=1,B=1) 8.110 s Apr 6 2017 MiTek Industries, Inc. Tue Apr 18 12:43:39 2017 Page 2 I D:J2sJTM28TsyON4CmBmD?IOzP Wn0-DQJff71?kYUnYZAAj782?DvOzgbjU3jrlciuSezPU4o WARNING • Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job R Truss Truss Type Qty Ply Farkas Residence T10910023 J33631 / ZHJ7 Diagonal Hip Girder 7 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.110 s Apr 6 2017 MITek Industries, Inc. Tue Apr 18 12.43.40 2017 Page 1 I D:J2sJTM28TsyO N4Cm8mD?I OzP WnO-hctl tT2dVsceAjlN HrgHYQSbL3vGDSe?XGSR_4zPU4n 2-9-15 5-2.9 9-10-1 2-9-15 5-2-9 4-7-8 3x4 = 9 3x4 = 3x4 II 5-2-9 9-10- 0-3- 5 2 9 4-7-8 Plate Offsets (X,Y)-- 5:0-3-0 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 TCDL 7.0 Lumber DOL 1.25 BC 0.36 BCLL 0.0 Rep Stress Incr NO WB 0.29 BCDL 10.0 Code FBC2014/TP12007 Matrix -MS DEFL. in (loc) I/defl Ud Vert(LL) -0.04 8-12 >999 240 Vert(TL) -0.06 7-8 >999 180 Horz(TL) 0.01 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 "Except' 1-9: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=124/Mechanical, 3=492/0-10-15, 7=292/Mechanical, 9=0/Mechanical Max Horz 3=337(LC 17), 9=-337(LC 17) Max Uplift 5=-69(LC 8), 3=-262(LC 8), 7=-66(LC 8) Max Grav 5=124(LC 1). 3=595(LC 31), 7=308(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-305/359, 2-3=-309/379, 3-4=-7641172 BOT CHORD 3-8=-234/696, 7-8=-234/696, 1-9=-337/314 WEBS 4-7=-713/241 Scale = 1:24.8 3x4 II PLATES GRIP MT20 244/190 Weight: 51 Ito FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-9. F.MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5, 7 except Qt=lb) 3=262. 8) n/a 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 lb down and 99 lb up at 1-4-15, 79 lb down and 99 lb up at 1-4-15, 68 lb down and 33 lb up at 4-2-15, 68 lb down and 33 lb up at 4-2-15, and 95 lb down and 79 lb up at 7-0-14, and 95 lb down and 79 lb up at 7-0-14 on top chord, and 53 lb down and 72 lb up at 1-4-15, 53 lb down and 72 lb up at 1-4-15, 28 lb down and 1 lb up at 4-2-15, 28 lb down and 1 lb up at 4-2-15, and 42 lb down at 7-0-14, and 42 Ito down at 7-0-14 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 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and. properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. i�Y�• MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job t Thus Truss Type Qly Ply Farkas Residence f T10910023 J33631 ZHJ7 Diagonal Hip Girder 7 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.11U s Apr s zui I MI I ek Industnes, Inc. I ue Apr its 1 z:va:vu zu t I rage z I D:J2sJTM28TsyON4Cm8mD?I OzP Wn0-hct1 tT2dVsceAjlNHrgHYQSbL3vGDSe?XGSR_4zPU4n LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=-54, 6-10=-20, 1-9=-20 Concentrated Loads (lb) Vert: 13=46(F=23, B=23) 15=-66(F=-33, B=-33) 16=70(F=35, B=35) 17=2(F=1, B=1) 18=-48(F=-24, B=-24) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 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 ANSIfrPl1 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 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. Ole, For 4 x 2 orientation, locate plates 0- 'Ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. F. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 S TOP CHORDS cr-2 c2a o WEBS o 4 O o sr�1 3 O O a6 _ 0. U O d ~ C7-8 C6-7 C6-6 BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved fal 0 MiTek" MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIITPI 1 Quality Criteria.