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HomeMy WebLinkAboutTRUSS 10-5-17.s. ® Lumber design values;are,in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: J33243 - Groenwoldt Res./Main House MiTek USA, Inc. Site Information: 6904 Parke East Blvd. _�[am FL33610-4115 Customer Info: Eddie Groenwoldt Project Name: Groenwoldt Res./Main House MocPea(: . Lot/Block: Subdivision: . Address: xxx Gullotti PI., . City: Port St. Lucie State: FL. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: 1 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 Roof Load: 37.0 psf Floor Load: N/A psf This package includes 50 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date. I No. I Seal# I Truss Name I Date 1 T12194218 1 AO 10/5/17 118 1 T12194235 1 Al 10/5/17 12 1 T12194219 1 A02 1 10/5/17 119 1 T12194236 1 Al 1 10/5/17 13 1 T12194220 1 A03 1 10/5/17 120 1 T12194237 1 BO1 G 1 10/5/17 14 1 T12194221 1 A04 1 10/5/17 121 1 T12194238 1 B02 1 10/5/17 15 1 T12194222 1 A05 1 10/5/17 122 1 T12194239 1 B03 1 10/5/17 6 1 T12194223 1 A06 1 10/5/17 123 1 T12194240 1 B04 1 10/5/17 7 1 T12194224 1 A07 10/5/17 124 1 T1 21942411 B05 10/5/17 18 1 T12194225 1 A08G 1 10/5/17 125 1 T12194242 1 B06 1 10/5/17 19 I T12194226 I A09 1 10/5/17 126 1 T12194243 1 B07 1 10/5/17 110 1 T12194227 1 Al 1 10/5/17 127 1 T12194244 1 B08 1 10/5/17 ill I T12194228 J Ai 1 1 10/5/17 128 1 T12194245 1 B09 1 10/5/17 112 1 T12194229 1 Al2G 1 10/5/17 129 1 T12194246 1 B10 1 10/5/17 113 1 T121942301 Ala 1 10/5/17 130 1 T12194247 1 CO 1 10/5/17 114 1 T12194231 1 Al 1 10/5/17 131 1 T12194248 1 CO2 1 10/5/17 115 1 T12194232 1 Al 1 10/5/17 132 1 T12194249 1 CO3G 1 10/5/17 116 I T12194233 1 A16 10/5/17 133 1 T12194250 1 C04 1 10/5/17 117 I T12194234 I A17 >t. 1 10/5/17 134 1 T12194251 1 C05G 1 10/5/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my'direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. I N VFW .• •F NS' 68182 -33:. STATE OF :�� 0NA�E?��`. 111111111►1� Joaq in Vel PE No.�688j�182 69 st Blvd. L 33610 Date: October 5,2017 Velez, Joaquin 1 of 2 RE: J33243 - Groenwoldt Res./Main House Site Information: Customer Info: Eddie Groenwoldt Project Name: Groenwoldt Res./Main House Model: . Lot/Block: . Subdivision: . Address: xxx Gullotti PI., . City: Port St. Lucie State: FL. No. Seal# I Truss Name Date 135 T12194252 I D01 G 10/5/17 136 T12194253 1 D02 1 10/5/17 1 137 1 T12194254 1 FG01 1 10/5/17 1 138 1 T12194255 1 FG02 1 10/5/17 139 1 T12194256 1 -CJ1 1 10/5/17 140 1 T12194257 1 -CJ3 1 10/5/17 141 1 T12194258 1-CJ3T 10/5/17 142 1 T12194259 1 -CJ5 10/5/17 143 1 T12194260 1 -CJ5T 1 10/5/17 144 I T12194261 I -EJ3 1 10/5/17 145 1 T12194262 1 - EJ5 1 10/5/17 146 1 T12194263 1-ER 10/5/17 147 1 T12194264 1-ENT 10/5/17 148 1 T12194265 1 -HJ3 1 10/5/17 149 1 T12194266 1 -HJ7 1 10/5/17 150 1 T12194267 I -HJ7T 1 10/5/17 %t 2 of 2 Jotf, Truss Truss Type Qty Ply Grcenwoldt ResJMain House • T12194218 J33243 A01 Half Hip 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:57 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-20HMofkha8lO?Z8hEys4uH8hjMgfVgCS2ScjfyywW C 1 4-0 5.8-0 1 0-0 8 10 8 14-0-4 19-2-0 1-4-0 5-8-0 1-4-0 1-10-8 5-1-12 5-1-12 I WIND DESIGN USING MWFRS ONLY, PER FOR REQUEST. TYPICAL IN THIS JOB. 5x5 = 15 4x8 = Scale = 1:34.5 5.00 12 3x4 3 M 2 e 9 8 e e 5x5 = 3x8 = e e 10 7 3x4 = 5x5 = VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL 3x8 = 3.00 12 LOADS IMPOSED BY SUPPORTS (BEARINGS). TYPICAL IN THIS JOB. 8-10-8 54-0 0-4 14-0 1-10-8 5-1-12 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.06 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(TL) -0.15 8-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.20 Horz(TL) 0.01 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 104 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 *Except' MiTek recommends that Stabilizers and required cross bracing 6-11: 2x8 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=248/0-8-8, 10=759/0-8-0, 11=460/0-8-0 - Max Horz 2=275(LC 7) , Max Uplift 2=-193(LC 8), 10=-398(LC 8), 11=-277(LC 5) Max Grav 2=248(LC 17), 10=759(LC 1). 11=460(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-5=458/314, 5-6=458/314, 7-11=-460/277, 6-7=-422/285 BOT CHORD 8-9=251/284 WEBS 3-10=-660/365, 3-9=201/409, 5-8=-298/273, 6-8=-305/528, 4-9=-315/225 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent w�kter ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=193, 10=398, 11=277. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use ontywith MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, 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 Jobr Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194219 J33243 A02 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:11:10 2017 Page 1 ID:kk25oUajr8jJM7dem3Y94bzieny-AWZGW6urW8xA3ZdBVAb7wlApmb902dnM1zFvciyWW 7 r1 4 0 5 8-0 9 0-0 10 "1 i 17-3-4 23 8 0 1 30-0-12 36 9 0 1-4-0 5-8-0 3-4-0 1-10-8 6-4-12 6-4-12 6-4-12 6 8-4 5.00 Scale = 1:66.4 3x4 = 5x5 3x4 = 3x6 = 3x4 = 3x4 II 4 21 5 22 6 7 23 8 9 17 ,� - _ S6 3x4 6 11 3x6 x6 = 3x4 = 4x6 = 3x4 = x = 4x6 = 3.00 12 77 54 9-0-0 10-10-8 19-4-13 27-11-3 36-9-0 0-49-0 0-41 3-4-0 1-1D-8 8-6-5 8-6-5 8-9-13 LOADING (psf) SPACING- 2-0-0 CSI.. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.79 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 3-16: 2x6 SP No.2 REACTIONS. (lb/size) 2=-227/0-1-8, 2=227/0-1-8, 16=1961/0-8-0, 17=1047/0-3-8 Max Horz 2=332(LC 7) Max Uplift 2=-369(LC 18), 2=-227(LC 1), 16=-1039(LC 8), 17=-557(LC 8) Max Grav 2=186(LC 5), 16=1961(LC 1), 17=1047(LC 1) DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.1711-13 >999 240 MT20 244/190 Vert(TL)-0.3910-11 >964 180 Horz(TL) 0.13 17 n/a n/a Weight: 190 lb FT = 0% n d 4 I6 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14, 8-10 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=694/1311,, 3-4=295/180, 4-5=-730/468, 5-7=-1897/1061, 7-8=-1698/949, 10-17=-1047/557 BOT CHORD 2-16=-1153/627, 15-16=-1358/739, 14-15=352/701, 13-14=-831/1754, 11-13=967/1989, 10-11=782/1452 WEBS 3-16=-1522/875, 3-15=-781/1643, 4-14=-298/780, 5-14=-1227/665, 5-13=90/371, 7-11=-386/288, 8-11=-155/539, 8-10=-1615/895, 4-15=-1083/538 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 C; Encl., GCpi=0.18;'MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=369, 16=1039, 17=557. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Verify design parameters and READ NOTES ON TMS 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 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 TPI7 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Jobr Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194220 J33243 A03 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.13U s Sep 15 zui / mi I eK maustnes, Inc. I nu Oct o U`J:11:1 B 20i t rage i ID:kk25oUajrBjJM?dem3Y94bzieny-PFcgPB?VOv4ueypwXZFEnw2HHDCDfeRh5t KUQgyVvVzs 1�-0 5-8-0 11-0-0 12-10-8 20-10.9 26&A5 36-9-0 14-0 5-8-0 5-4-0 1-10-8 8-0-1 7-105 8-0-1 5.00 12 4x8 3 d1 2 15 6x6 34 = 3.00 12 5x5 = 2x4 11 5 20 2x4 II 3x6 = 3x4 = 6 21 7 8 4x6 = t lei 0 10 14 5x8 = 13 12 11 quiz = dxd = 9xo 16 3x6 I I 3x4 = Scale = 1:66.4 0 7 5-4-0 5 0 11-0-0 12-10-5 20-10-9 28-8-15 36-9-0 0-7 4-9-0 0V-0 5-4-0 1-10A 8-0-1 7-105 8-0-1 Plate Offsets (X Y)— f12:0-9 13 13-5-121 f14:0-2-12 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 0.92 Vert(LL) -0.27 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.74 13-14 >499 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.13 16 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 194 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 `Except' WEBS 1 Row at midpt 9-11 3-15: 2x6 SID No.2 -. -MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-166/0-1-8, 2=-166/0-1-8, 15=1889/0-8-0, 16=1058/0-3-8 Max Horz 2=388(LC 7) Max Uplift 2=-289(LC 18), 2=-166(LC 1), 15=-1006(LC 8), 16=-564(LC 8) Max Grav 2=184(LC 5), 15=1889(LC 1), 16=1058(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=683/1142, 3-4=1046/530, 4-5=978/607, 5-6=-1945/1111, 6-8=-1945/1111, 8-9=1571/918, 10-16=-1058/564, 9-10=-979/583 BOT CHORD 2-15=995/544, 14-15=-1190/655, 13-14=-567/1073, 11-13=-850/1571 WEBS 3-15=1501/866, 3-14=-978/2076, 6-13=-446/375, 8-13=-218/421, 8-11=-637/470, 9-11=-913/1706, 5-14=-519/231, 5-13=-482/1028 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 16 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=289,15=1006,16=564. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. e Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not fB�^ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ii�•YY building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply Groenwoldt ResJMain House T12194221 J33243 A04 Half Hip 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:11:29 2017 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-6ACSVc7m2_KTrUar6gRaB 1 T??Fep_9v9PQMQm5yWVzi r14-0 5-8-0 1300 14-10-8 22-2-9 29-0-15 36-9-0 1-4 0 5 8-0 7-4-0 1-10 8 7�-1 7-2-5 7-4-1 16 6x6 34 = 5.00 12 5x5 = 3x6 3.00 12 2x4 II 2x4 II 3x6 = 3x4 = 217 8 229 Scale = 1:66.4 i 15 d 14 13 12 3x6 = 5x12 = 3x8 = 3x4 = 44 = 0 7- 5-0-0 13-0-0 14-1 D-8 22-2-9 29-4-15 36-9-0 0-7 4-9-0 0 4-0 7 4-0 1-10 8 7-4-1 7-2-5 7 4-1 Plate Offsets (X.Y)— r13:1-3-13 11-5-111 LOADING (psf) SPACING- 2 0 0 CS]. TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 TCDL 7.0 Lumber DOL 1.25 BC 0.77 BCLL 0.0 Rep Stress Incr YES WB 0.86 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 *Except* 3-16: 2x6 SP No.2 REACTIONS. (lb/size) 2=-74/0-1-8, 2=-74/0-1-8, 16=1779/0-8-0, 17=1076/0-3-8 Max Horz 2=444(LC 7) Max Uplift 2=-181(LC 18), 2=-74(LC 1), 16=955(1_13 8), 17=-573(LC 8) Max Grav 2=171(LC 5), 16=1779(LC 1), 17=1076(LC 1) DEFL. in (loc) 11defl Ud Vert(LL) -0.2214-15 >999 240 Vert(TL) -0.61 14-15 >612 180 Horz(TL) 0.16 17 n/a n/a 17 3x6 11 PLATES GRIP MT20 244/190 Weight: 199 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-17, 3-15, 10-12 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=622/876, 3-5=-15861796, 5-6=-1541/932, 6-7=-1859/1066, 7-9=-1859/1066, 9-10=-1393/822,11-17=-1076/573,10-11=-1004/590 BOT CHORD 2-16=-714/396, 15-16=-900/503, 14-15=-738/1361, 12-14=-804/1393 WEBS 3-16=-1433/867, 3-15=-1048/2245, 5-15=330/310, 7-14=-408/344, 9-14=287/546, 9-12=-692/489, 10-12=-844/1584, 6-14=-279/659 NOTES- 1) Unbalanced roof live loads have been considered forthis 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 17 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=181, 16=955, 17=573. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t' ob h I ®WARNING - VerHy design parameters and READ NOTES ON TMS 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 propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jop Truss Truss Type Qry Ply Groenwoldt ResJMain House T12194222 J33243 A05 Hip 1 1 Job Reference o Bonal East Coast Truss, Ft. Pierce, FL - 34946. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:11:39 2017 Page 1 I D:kk25oUajr8jJM?dem3Y94bzieny-g5pEcl Ft h2b210LmimcwbBtYH 1xKkFei_ny7 WyW VzY r1.4-0, 5-8-0 10-4-0 15-0-0 6- -8 , 23-0-13 29 3-3 35-5-8 36-9-0 1 4-0 5-8-0 4-8-0 4-8-0 1-10, 6-2-5 6-2- 6-2-5 138 3x4 = 4x6 5.00 12 Sx5 = 3x4 = 3x6 = 5x5 = 3x4 % 7 24 8 910 11 12 3x6 19 54 3x6 = 3.00 12 6 13 18 17 14 ¢ 5x6 _ 3x8 16 15 3x8 = 4x6 = 3x4 = 12 20 3x6 11 2x4 = Scale=1:67.9 4 Io 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 FBC2014/TPI2007 CSI. TC 0.84 BC 0.85 WB 0.61 Matrix -AS DEFL. Vert(LL) Vert(TL) Horz(TL) in (loc) I/defl Ud -0.24 18-19 >999 240 -0.61 18-19 >607 180 0.17 20 n/a n/a PLATES GRIP MT20 244/190 Weight: 215lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except" WEBS 1 Row at midpt 5-19, 10-14 3-19: 2x6 SP No.2, 12-20: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=-98/0-1-8, 2=-98/0-1-8, 19=1807/0-8-0, 20=1071/0-3-8 Max Horz 2=485(LC 7) Max Uplift 2=-193(LC 18), 2=-98(LC 1), 19=943(LC 8), 20=-575(LC 8) Max Grav 2=171(LC 5), 19=1807(LC 1), 20=1071(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-672/994, 3-5=-598/983, 5-6=-1695/905, 6-7=-1589/919, 7-8=-1466/872, 8-10=-1522/870, 10-11=-322/234, 11-12=341/230, 13-20=-1071/575, 12-13=-1121/503 BOT CHORD 2-19=-816/445, 18-19=-603/940, 17-18=-858/1554, 16-17=-950/1653, 14-16=-793/1264 ' WEBS 3-19=-325/279, 5-19=-2260/1174, 5-18=-302/768, 7-17=-185/401, 8-17=-344/167, 10-16=-164/487, 10-14=-1205/694, 12-14=-524/1072 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 20 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=193, 19=943, 20=575. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ,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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobf Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194223 J33243 A06 Hip 1 1 — Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:11 *45 2017 Page 1 ID:kk25oUajgJM7dem3Y94bz7ieny-eFAVs4JoGuLCmxow2ljKrP7gai61 kSUW4wEGKAyVWzS r1-4-0 5 8-0 11�-0 17-0-0 18-10 8 26-2-0 33-5-8 35 4-0 36-9-0, 1�-0 5 8-0 5 8-0 5 8-0 1-10 8 7-3-0 7-3 8 1_10 8 15-0 Scale=1:67.5 5x5 = 2x4 II 5x5 = 5.00 12 2x4 II 7 22 8 23 9 17 3x6 = 6x6 = 3.00 12 5-8-0 11.4-0 17-M 18-10-8 26-2-0 335-8 , 35-4-0 36-9-00 5.8-0 5 8-0 5 8 0 1-10-8 7 3 8 743-8 1-10-8 It LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.74 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 BCDL 10.0 Code FBC20141TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-18: 2x4 SP No.2 REACTIONS. (lb/size) 2=1437/0-8-0, 18=1343/0-3-8 Max Horz 2=516(LC 7) Max Uplift 2=-817(LC 8), 18=-717(LC 8) DEFL. in (loc) I/deft Ud Vert(LL) 0.3515-16 >999 240 Vert(TL) -0.71 14-15 >621 180 Horz(TL) 0.32 18 n/a n/a PLATES GRIP MT20 244/190 Weight: 209 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-18, 7-14, 9-14 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 (Ib) or less except when shown. TOP CHORD 2-3=2875/1505, 3-5=-3473/1838, 5-6=-3157/1664, 6-7=3107/1750, 7-8=2057/1174, 8-9=2057/1174, 9-10=-454/276, 11 -1 8=-1 343/717, 10-11 =-1 370/606 BOT CHORD 2-17=-1364/2724, 16-17=-1386/2785, 15-16=-1612/3394, 14-15=127012459, 12-14=-536/797, 11-12=-257/249 WEBS 3-17=-601/383, 3-16=-319/602, 5-15=371/318, 7-15=684/1374, 8-14=-441/369, 10-12=-574/1213, 7-14=-520/269, 9-14=808/1575, 9-12=1082/630 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 C; Encl., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 18 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except (jt=lb) 2=817, 18=717. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - V"ffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall 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 ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 A, ' Truss - Truss Type City Ply Groenwoldt Res./Main House T12194224 J33243 A07 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 zul t MI I eK Industries, Inc. Thu Oct 5 09:1l:50 20W rage 1 I D:kk25oUajr8jJM?dem3Y94bzieny-?D_OvnNx5Q_VsjhtraJVYSggAjptPjgFEBx10NyWVzN 1 4-0 5 8-0 12.4-0 19-0-0 20-10-8 26-2-0 31-5.8 33-4-0 36-9.0 1-4-0 5" 6-8-0 6 8-0 1-10 8 5-3 8 53 8 1-10 8 3S-0 $r 5x5 = 2x4 II 5x5 = 5.00 12 2x4 II 7 21 8 22 16 3.00 12 5x6 = 3x6 = Scale = 1:66.9 5 8-0 12-4-0 19-0-0 ,20-10-8, 26-2-0 , _ 315 8 33-4-0 36-9-0 5-8-0 6-5-0 6-8-0 1-10_8 5" 5-3-8 1-10-8 3S-0 Plate Offsets (X Y)— 12:0-0-2 0-0-01 12:0-0-14 0-0-21 f4:0-3-0 Edgel f14:0-2-12 0-2-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.35 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.64 14-15 >685 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(TL) 0.33 17 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 10-17 10-17: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1437/0-8-0, 17=134410-3-8 Max Horz 2=546(LC 7) Max Uplift 2=-817(LC 8), 17=-717(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2897/1520, 3-5=3505/1842, 5-6=2969/1554, 6-7=2940/1674, 7-8=1891/1091, 8-9=1891/1091,9-10=-979/526,11-17=-1344/717,10-11=-1321/651 BOT CHORD 2-16=-1382/2777, 15-16=-1404/2843, 14-15=-1629/3456, 13-14=-1193/2293, 12-13=-674/1109,11-12=-262/241 WEBS 3-16=-605/391, 3-15=-320/602, 5-14=-585/445, 6-14=301/275, 8-13=318/265, 10-12=-546/1178, 7-14=-785/1498, 7-13=554/279, 9-13=-572/1155, 9-12=767/470 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 C; Encl., GCpi=0.18; MWFRS_Ldtrectional); cantilever left and right exposed ; end vertical left and right exposed; Lumber — DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing atjoint(s) 17 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=817, 17=717. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J015 T Truss Truss Type City Ply Groenwoldt ResJMain House T12194225 J33243 A08G Hip Girder 1 n L Job Reference a tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. I nu Oct 5 09:11:58 2017 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-mITQbW ryCu_MpxlQJFSNs8AxbxXhHJwR3RtSlwyVWzF T1-4-0 3-1-14 5 8-0 10-7-7 15.E-14 20_6 ,22-3-0 , 26 3-12 30-1-0 31-9-11, 36-9-0 1�-0 3-1-14 2-0-2 4-11-7 4-11-7 4-11-7 18-11 4-0-12 3-9-0 18-11 4-11-5 �1 f 23 22 3x6 = 2x4 II 5xl0 = 5x14 M18SHS = 3x4 - 2x4 II 5x8 = 3x4 5.00 12 8 9 28 29 1030 31 1132 12 3.00 12 3-1-14 5-8-0 10-7-7 15F-14 20-E-5 ,223-0 26-3-12 30-1-0 31-9-11, 36-9-0 3�I- 2-0-2 4-11-7 4-11-7 4-117 1-6-11 4-0-12 3-9-4 1-8-11 4-115 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 TCDL 7.0 Lumber DOL 1.25 BC 0.83 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 BCDL 10.0 Code FBC2014ITP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 `Except' 9-11: 2x6 SP No.2 BOT CHORD 2x4 SP No.1 "Except' 15-19: 2x8 SP No.2, 14-15: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 9-18: 2x8 SP No.2, 13-24,13-15: 2x4 SP No.2, 9-18: 2x6 SP No.2 REACTIONS. (lb/size) 2=3175/0-8-0, 24=506510-3-8 Max Horz 2=568(LC 7) Max Uplift 2=-2149(LC 8), 24=-3781(LC 8) Scale = 1:72.8 4x6 13 u, c5 � 2x4 = 1 4 I I 24 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.6019-20 >728 240 MT20 244/190 Vert(TL)-0.8519-20 >518 180 M18SHS 2441190 Horz(TL) 0.48 24 n/a n/a Weight: 569 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-2-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=6516/4308, 3-4=-7033/4734, 4-6=-9443/6428, 6-7=10373/7188, 7-8=-10545/7441, 8-9=9810/7062, 9-18=-3645/5452, 9-10=-7854/5822, 10-11=-7839/5808, 11-16=-941/448, 11 -1 2=-6303/4819, 12-13=-5289/3958, 14-24=-5065/3781, 13-14=5018/3727 BOT CHORD 2-23=3932/5914, 22-23=-3932/5914, 21-22=4417/6615, 20-21=-5983/8945, 19-20=-6733/9831, 18-19=-6778/9578, 17-18=6484/9063, 16-17=4469/5820, 15-16=-3771/4930,14-15=-278/253 WEBS 3-23=-357/289, 3-22=-487/685, 4-22=-1723/1234, 4-21 =-1 634/2307, 6-21=-961/785, 6-20=-1032/1090, 7-20=-580/723, 7-19=-1055/1008, 8-19=-1015/1621, 10-17=-936/785, 12-15=3026/2315, 9-17=-2184/1289, 11-17=2321/3535, 13-15=-4126/5607, 8-18=-1590/1077, 12-16=-2058/2760 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at D-9-0 oc, 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The solid section of the plate is required to be placed over the splice line at joint(s) 11. 8) Plate(s) atjoint(s) 5, 9, 18, 18, 18, 16, 2, 2, 22, 19, 15, 14, 3, 23, 4, 21, 6, 20, 7, 8, 10, 17, 12 and 13 checked for a plus or minus 0 degree rotation about its center. 9) Plate(s) atjoint(s) 11 checked for a plus or minus 3 degree rotation about its center. CO&*W4W9a0(.r& design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, 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 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 Jolt ' Truss Truss Type Qly Ply Groenwoldt ResJMain House -- T12194225 J33243 A08G Hip Girder 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.13U s Sep 10 Zu1 f MI I ex maustnes, Inc. I nu Vct o uv:l l:btl zU1 f rage Z I D:kk25oUajr8jJM?dem3Y94bzieny-mITQb W fyCu_Mpxl QJFSNsBAxbxXh HJwR3RtSlwyV WzF NOTES- 11) ' 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. 12) Bearing at joint(s) 24 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacityof bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=2149, 24=3781. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use Simpson Strong -Tie HGUS28-2 (36-1 Od Girder, 12-1 Od Truss) or equivalent at 22-4-10 from the left end to connect truss(es) to front face of bottom chord. 16) Use Simpson Strong -Tie HUS28-2 (6-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 29-11-6 from the left end to connect truss(es) to front face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 206 lb up at 22-5-13, 142 lb down and 195 lb up at 23-4-1, 143 lb down and 183 lb up at 25-3-12, 143 lb down and 183 lb up at 27-0-4, and 141 lb down and 194 lb up at 28-11-15, and 250 lb down and 204 lb up at 30-1-0 on top 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: 1-9=54, 9-11=54, 11-13=54, 22-25=-20, 19-22=-20, 15-19=20, 14-15=20 Concentrated Loads (lb) Vert: 9=-124 18=3196(F) 11=-124 16=1446(F) 28=141 29=-143 30=-143 32=141 r ®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 M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and 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 Jotf Truss Truss Type City Ply Groenwoldt Res./Main House T12194226 J33243 A09 Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:12:06 2017 Page 1 I D:kk25o Uajr8j J M?dem3Y94bzieny-XlxRGFazKL?DnAvynxbFBgVQtAHf9xccvhgtaSyV Wz7 -1-4-0 5 8-0 11-1-3 16-6-5 2230 1-4-0 } 51-0 55-3 55-3 5-8-11 11 3x4 = 5x5 5 8-0 13-9-12 22-M 5-8-0 8-1-12 85.4 Plate Offsets (X Y)— 18:0-4-12 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCDL 7.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 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) 2=901/0-8-0, 8=807/Mechanical Max Horz 2=522(LC 5) Max Uplift 2=504(LC 8), 8=-462(LC 8) Max Grav 2=901(LC 1), 8=839(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1602/743, 3-5=1589/851, 5-6=1275/705 BOT CHORD 2-11=-879/1480, 10-11=-863/1474, 8-10=476/910 WEBS 3-11=-278/277, 5-10=-330/317, 6-10=-302/632, 6-8=-913/624 Scale = 1:52.4 DEFL. in floc) Vdefl L/d PLATES GRIP Vert(LL) -0.11 8-10 >999 240 MT20 244/190 Vert(TL)-0.3210-11 >832 180 Horz(TL) 0.02 8 n/a n/a Weight: 115 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek 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=15111; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except at --lb) 2=504,8=462. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Tampa, FL 36610 Jolo I Truss Truss Type Qty Ply Groenwoldt Res./Main House T72194227 J33243 AID Monopitch 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.13U s Sep 15 2U17 MI I eK Indusmes, Inc. I nu Uct b u9;12:14 2u1 t rage 1 ID:kk25oUajr8jJM?dem3Y94bzieny-IgQTy_g?Ro?5kPWUFdk8W WgppO6V1YnnlwmisyVWz? -1-41 5-9-0 10-10.15 16-M 16 -15 22-M 1 4 5 9b 5-1-9 5-1-9 0-0 5-8-1 $jt 15 14 11 3x4 = 4x4 = 3x4 = 1x4 II 1x4 II 4x10 aYe 117 Scale = 1:58.3 5-9-6 8-4-2 10-1115 16-0-8 16 -15 22-3-0 5-9E 2-6-13 2-6-13 5-1-9 0-6- 5-8-1 Plate Offsets (X Y)— f13.0-5-4 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.10 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.17 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(TL) 0.02 8 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Weight: 137 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) 2=902/0-870, 8=806/Mechanical Max Horz 2=522(LC 5) Max Uplift 2=-504(LC 8), 8=-461(LC 8) Max Grav 2=902(LC 1), 8=838(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1569/727, 3-5=1510/784, 5-6=964/538 BOT CHORD 2-15=-859/1443, 10-13=-834/1454, 9-10=831/1467, 8-9=-467/920 WEBS 13-15=-864/1451, 5-9=-553/374, 6-9=-193/468, 6-8=-939/621 NOTES- 1) Wind: ASCE 7-10; VuK=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 2=504, 8=461. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTeklD connectors. This design is based only upon parameters shown, and Is for an individual building component, not e• 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 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 Jots ITruss Truss Type city Ply Groenwoldt ReSJMain House T12194228 J33243 All Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:12:23 2017 Page 1 I D:kk25oUajr8j J M?dem3Y94bzieny-XZTsrJneKZepJniDHOP FNQiKSOAkefH 6pgRHfzyV Wys 1 �-0 5 9 6 10-10.15 16-0-8 16 - 5 20-9-0 22- _o 14-0 5-9-0 5-1-9 5-1-9 -0- 4-251 111 d A 16 15 '- 12 3x4 = 4x4 = 3x4 = 1 x4 I I 1x4 II 4xl0 Scale=1:58.0 5-91 8-4-2 10.10.15 , 16-0 8 16r6-15 20-9-0 22-31 5 9-0 2 6-13 2-8-13 5-1-9 0-6- 4-2-1 1 6-0 Plate Offsets (X.Y)— 114:0-5-4.0-1-121 LOADING (psi) _ SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.10 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.17 15-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.53 Horz(TL) 0.03 8 n/a n/a BCDL 10.0 Code FBC2014IrP12007 Matrix -AS Weight: 144 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) 8=806/Mechanical, 2=90210-8-0 Max Horz 2=532(LC 5) Max Uplift 8=-458(LC 8), 2=-507(LC 8) Max Grav 8=838(LC 13), 2=902(LC 1) FORCES. (lb) -Max. Camp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1568f733, 3-5=1510/787, 5-6=962/537, 6-7=-313/207, 7-8=-781/498 BOT CHORD 2-16=-850/1445, 11-14=-822/1457, 10-11=-819/1470, 9-10=-458/914 WEBS 14-16=854/1452, 7-9=-4701742, 6-9=-826/546, 6-1 0=- 193/443, 5-10=553/377 NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45f; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) except Qt=lb) 8=458, 2=507. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING - Ver%y 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 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 Job ' Truss Truss Type Qty, Ply Groenwoldt Res./Main House T12194229 J33243 Al2G Hip Girder 1 Job Reference o tional Last Coast I fuss, Ft. coerce, FL - 34g410. 0. i 0u s aep ro to r r rva r UK uruubure5, mu. r nu vu U ua: rc.04 cv r r rage r ID:kk25oUajr8jJM7dem3Y94bzieny-ml WGk8uHCKGXuAuyJO3MFJal#7NFePRuk7FUyyWVyj T1 �-0 5-9 6 10-10.15 14-0 8 16-0-8 "M 22-3-0 , 26-3-12 _ 30-1-0 32-9-11 111-0 5-9.6 5-1-9 3-1-9 2-0-0 3-5-13 28-11 4- 12 3-94 2811 3-11-5 5.00 F12 3x4 7 5x14 M18SHS = 2x4 11 74 = 8 30 31 9 32 33 1034 3x4 11 4x6 12 25 24 23 22 21 3.00112 ----- 3x6 = 2x4 II 3x6 = 2x4 11 2x4 II 4x12 = 5 9 6 10-10.15 14-" 16-0-8 19-0 5 22-0-0 26: 12 30-1-0 32-9-11 , 36-9-0 5 9-0 5 1-9 3 1-9 2-0-0 3: 13 2-8-11 4-0-12 3-9-4 2 8 11 3M1 26 Scale=1:76.5 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 0.99 BC 0.84 WE 0.86 Matrix -MS DEFL. in (loc) Vdefl L/d Vert(LL) 0.65 18-19 >678 240 Vert(TL) -0.92 18-19 >476 180 Horz(TL) 0.45 26 n/a n/a PLATES MT20 M18SHS Weight: 598 lb GRIP 244/190 244/190 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc purlins, 8-10: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied -or 6-3-6 oc bracing. 2-23: 2x4 SP No.1, 18-20: 2x4 SP 285OF 1.8E, 14-18: 2x8 SP No.2 WEBS 1 Row at midpt 12-26 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 20 8-17: 2x8 SP No.2, 20-24,12-26,12-14: 2x4 SP No.2 8-17: 2x6 SP No.2 REACTIONS. (lb/size) 2=3250/0-8-0, 26=5244/0-3-8 Max Harz 2=568(LC 7) Max Uplift 2=-2196(LC 8), 26=3903(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=7312/4868, 3-5=-7069/4850, 5-6=-1028617111, 6-7=11005/7698, 7-8=-9739/6976, 8-17=-3647/5507, 8-9=-7785/5765, 9-10=7769/5752, 10-15=-982/477, 10-11=6299/4796, 11 -1 2=-4515/3375, 13-26=-5244/3903, 12-13=-5200/3840 BOT CHORD 2-25=-4454/6677, 24-25=-4454/6677, 19-20=6678/9836, 18-19=-6667/9840, 17-18=-7033/10054, 16-17=6413/8997, 15-16=-4437/5803, 14-15=-3245/4241, 13-14=281/253 WEBS 3-24=-571/447,5-24=-3935/2755,20-24=5102/7631,5-20=-2695/3844,7-18=-1227/1972, 9-16=927/778, 11-15=-2351/3156, 11-14=-3479/2647, 7-17=2056/1377, 8-16=-2256/1330, 10-16=-2313/3555, 12-14=3884/5315, 6-20=8111794, 6-18=-1209/1187 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc, 2x6 - 2 rows staggered at D-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-0-0 oc, 2x8 - 2 rows staggered at 0-3-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=37ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) The solid section of the plate is required to be placed over the splice line at joint(s) 4. 8) Plate(s) at joint(s) 4 checked for a plus or minus 5 degree rotation about its center. 9) Plate(s) at joint(s) 8, 10, 15, 2, 2, 23. 18, 14, 13, 3, 25, 24, 5, 20, 7, 9, 16, 11, 17, 17, 17, 12. 21, 6, 22 and 19 checked for a plus or C0&1491OARd ai f'& design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not l• truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. SafetyInformatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ITruss Truss Type Qty Ply Groenwoldt ResJMain House T12194229 J33243 Al2G Hip Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, B.13u s sep tb zut I mi I etc industries, Inc. I nu Uct o uu:tz:3z zut I rage z ID:kk25oUajgJM?dem3Y94bzieny-ml WGk8uHCKGXuAuyJO3MFJal#7NFePRuk7FUyy" NOTES- 10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11) . 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. 12) Bearing atjoint(s) 26 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 13) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=2196, 26=3903. 14) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 15) Use Simpson Strong -Tie HGUS28-2 (36-1 Od Girder, 12-1 Od Truss) or equivalent at 22-4-10 from the left end to connect truss(es) to back face of bottom chord. 16) Use Simpson Strong -Tie HUS28-2 (6-16d Girder, 6-16d Truss, Single Ply Girder) or equivalent at 29-11-6 from the left end to connect truss(es) to back face of bottom chord. 17) Fill all nail holes where hanger is in contact with lumber. 18) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 250 lb down and 206 lb up at 22-5.13, 142 Ito down and 195 lb up at 23-4-1, 143 lb down and 183 lb up at 25-3-12, 143 lb down and 183 lb up at 27-0-4, and 141 Ito down and 194 lb up at 28-11-15, and 250 lb down and 204 lb up at 30-1-0 on top 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: 1-8=54, 8-10=-54, 10-12=-54, 21-27=20, 18-19=-20, 14-18=-20, 13-14=20 Concentrated Loads (lb) Vert: 8=-124 10=124 15=-1521(B) 17=-3375(B) 30=141 31=-143 32=143 34=-141 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■a building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 t 0 JoIJ Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194230 J33243 A13 Hip 1 1 Job Reference o tional East coast I fuss, t-L Nterce, FL - 34946, 6.130 s Sep 15 LU I i Iwl I ex IrIUUDUI-s, IIIU. 111U VUL U UV' IL.Y I a I I ray- I I D:kk25oUajr8jJM?dem3Y94bzieny-?l ZgdD?w45PFUY4hKnjT6DSPTHAgsi?mydoEiwyWVya 22-1-3 S9-0 11.2-8 12-10-8 159-0 20.2-13 -2 257-0 295-8 31-13 36-7-0 42-0-0 S9-0 SS8 13-0 2-10-8 4-5-13 -11- 4-5-13 2.10-8 1-8-0 5-58 S9-0 0-113 Scale = 1:76.3 5.00 12 5x5 = 3x8 = 5x5 = 4 5 6 5x5 % 5x5 3 7 2x4 II 2x4 II 2 8 c� 4x6 4x6 1 9 5x6 = 7 16 2 5x619 25 26 186 5x6 ' 27 8 15 14 2x4 2x4 11 111 5.00 12 A 5x6 — a Sx8 M18SHS = zz 24 23 3.00 12 22 12 11x12 10 5x5 = 2x4 II 2x4 II 2x4 II 2x4 11 5x5 = 5x12 22-13 S9-0 11-2-e 12-10.8 15:M 20.2-13 1-2 26-7-0 29N 37-1-8 36-7-0 42-" '.0SS8 13-0 2-10-8 4513 -11- 4513 2-10-8 1-8-0 SS8 S9-0 0-11J Plate Offsets (X.Y)— 13:0-2-0.0-3-01.f7:0-2-0.0-3-01.110:0-2-8.0-3-01,f13:0-M.0-2-121 f17:0-4-0.0-0-01.f21:0-3-8.0-2-121.f24:0-2-8.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.43 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(TL)-0.7915-16 >641 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(TL) 0.52 10 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS Weight: 301 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 "Except* BOT CHORD Rigid ceiling directly applied. 17-18,16-17: 2x4 SP No.1 WEBS 1 Row at midpt 3-21, 7-13 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) 24=1556/0-8-0, 10=1556/0-8-0 Max Horz 24=385(1_C 6) Max Uplift 24=825(1_C 8), 10=-825(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 1-2=2719/1410, 2-3=-2758/1539, 3-4=-3479/1869, 4-5=-2913/1648, 5-6=2919/1653, 6-7=-3424/1869, 7-8=-2669/1539, 8-9=-2667/1410, 1-24=1538/830, 9-1 0=-1 502/830 BOT CHORD 20-21 =-1 415/3365, 19-20=1413/3385, 18-19=-1122/2826, 17-18=1342/3158, 16-17=-132013111, 15-16=-1121/2713, 14-15=-1413/3165, 13-14=1416/3145 WEBS 21-23=0/256, 2-21=-347/309, 11-13=0/256, 8-13=-344/309, 4.19=-443/1041, 6-16=-144/486, 4-1 8=-1 37/474, 6-15=-445/953, 3-19=16/285, 3-21=-933/353, 7-15=-68/283, 7-13=998/353, 21-24=-382/349, 1-21 =1 154/2368, 9-13=-1154/2367, 5-17=-737/1583, 5-18=965/506, 5-16=-990/502 r 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=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fan 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) except (jt=lb) 24=825,10=825. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Vanity, design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk" always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Jor) Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194231 J33243 A14 Hip 1 1 Job Reference (optional) tact GOast I russ, ri. Yterce, I-L - 34e40, o. r uu a ocp ,a a u rvu , cn a wwu,ca, nn.. r 9y , ID:kk25oUajr8jJM?dem3Y94bzieny-INUJ5c4JRFHGpd71 FmM6uhEbE5a6?uOoZD?520yWJyT 13-10-8 31.3-0 6-8-4 11-1-0 13.1.0 19-1-5 23-2-11 28 1 2 -3- 35.7-12 42-4-0 6S-0 4-0-12 2.0-0 9• 5-2-13 4.1-6 5-2-13 2-0-0 4-0-12 6-8-4 Scale=1:74.7 e— 5x5 = „ 4 26 3x4 = 3x4 = 5x5 = 5 6 27 7 � 1, 25 24 23 22 14 13 12 11 5x5 = 4x4 = 2x4 II 2x4 II 2x4 II 2x4 II 4x4 = 5x5 = 6 8� 11-1-0 13-1-0 , 19-1-5 , 21-2-0 23-2-11 29 3-0 31-3-0 35-7-12 42�-0 6-8� 4.4-12 2-0-0 6-05 2-0.11 2-0-11 6-0-5 2-0-0 4�-12 6-8-4 Plate Offsets (X Y)—r11:0-2-8.0-3-01.rl5:0-2-0.0-3-01.118:0-3-13.0-2-81.r21:0-2-0 0-3-01 f25:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.43 18 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.81 16-17 >622 180 BCLL 0.0 Rep StressJncr YES WB 0.82 Horz(TL) 0.48 11 n/a n/a 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) 25=1556/0-8-0, 11=1556/0-8-0 Max Horz 25=355(LC 7) Max Uplift 25=825(LC 8), 11=-825(LC 8) PLATES GRIP MT20 244/190 Weight: 299 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-25, 9-11 JOINTS 1 Brace at Jt(s): 21, 15 — — MTek 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=3351/1781, 3-4=3315/1848, 4-5=3078/1742, 5-6=-3634/1989, 6-7=3078/1742, 7-8=-3315/1848, 8-9=-3351/1781, 1-25=-257/216, 10-11=257/216 BOT CHORD 24-25=-844/1852, 20-21=-115812701, 19-20=1158/2701, 18-19=-1429/3268, 17-18=-1429/3268, 16-17=-1158/2701, 15-16=-1158/2701, 11-12=844/1791 WEBS 2-24=-981/527, 4-19=-257/668, 5-19=-1463/759, 5-18=-604/1344, 6-18=604/1344, 6-17=14631759, 7-17=-257/668, 9-12=-948/527, 2-25=-2110/1040, 9-11=2110/1040, 4-21=-382/848, 21-24=-973/2125, 2-21=-558/1411, 7-15=-382/771, 12-15=-973/2055, • 9-15=-558/1411 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; B=45ft; L=42ft; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 25=825, 11=825. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 N 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 NI iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 quality Criteria, DSB.89 and 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 Oty, Ply Groenwoldt Res./Main House T12194232 J33243 A15 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc:, Thu Oct 5 09:12:53 2017 Page 1 I D:kk25oUajr8jJM?dem3Y94bzieny-fLHC8K8SFnwYwO?-1 JxHb[xPg612g91XjVisjEyVN/yO 6-1-0 11-10-8 14 8 8 17-10-14 245-2 27-7-8 30-5.8 363-0 42.4-0 6-1.0 5-9T 2-10-0 3-2F 6-0-3 3-2-6 2-10-0 5-9 8 6-1-0 3x4 5.00 12 5x8 = 4x4 = 325 26 4x4 = 4x6 = 5x8 = 5 6 27 7 28 Scale=1:74.8 24 23 22 21 13 12 11 10 5x5 = 3x8 = 2x4 II 2x4 II 2x4 11 2x4 II 3x8 = 5x5 = 6-1-0 11-'10-11 14 8 8 , 17-10 14 21-2-0 245-2 27-7-8 305 8 , 36-3-0 42 4-0 6 1-0 5-5 2-10-0 3-2-0 3 3 2 3 3-2 3-2 6 2-10-0 5-9 8 6-1-0 Plate Offsets (X,Y)— [3:0-6-4,0-2-12], [5:0-3-0,Edge], [7:0-6-4,0-2-12], [10:0-2-8,0-3-0], [11:0-3-8,0-1-8], [14:0-5-8,0-1-12], [16:0-2-8,0-4-121, [17:0-3-13,0-2-8], [18:0-2-8 ,0-4-121.120:0-5-8,0-1-121.123:0-3-8,0-1-81,124:0-2-8,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 7.0 Lumber DOL 1.25 BC 0.80 BCLL 0.0 Rep Stress Incr YES WB 0.79 BCDL 10.0 Code FBC2014/rP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 18-20,14-16: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 24=1556/0-8-0, 10=1556/0-8-0 Max Horz 24=323(LC 6) Max Uplift 24=825(LC 8), 10=-825(LC 8) DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) 0.47 17 >999 240 MT20 244/190 Vert(TL) -0.82 17 >617 180 Horz(TL) 0.43 10 n/a n/a Weight: 298 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-24, 8-10 JOINTS 1 Brace at Jt(s): 20, 14 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=2966/1605, 3-4=-3256/1848, 4-6=-4457/2374, 6-7=-3256/1848, 7-8=2966/1605 BOT CHORD 23-24=-827/1791, 19-20=1180/2694, 18-19=1181/2694, 17-18=1585/3472, 16-17=-1585/3472, 15-16=-1181/2694, 14-15=-1180/2694, 10-11=827/1749 WEBS 2-23=-521/339, 3-20=-1191426, 4-1 8=-1 686/884, 4-17=-805/1826, 6-17=-805/1826, 6-16=-1686/884, 7-14=-119/414, 8-11=-508/339, 2-24=-2119/1051, 8-10=2119/1051, 3-18=-401/847, 7-16=-401/847, 20-23=-870/1886, 2-20=-377/1007, 11-14=-870/1842, • 8-14=377/1007 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=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pond ing. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=825, 10=825. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, 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 iyiYi^ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 JOB Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194233 J33243 A16 Hip 1 1 Job Reference o tional tasi coast I russ, ri. rlerce, rc - aqago, a oeP .. <. r r 'ay. I D:kk25oUajgJM?dem3Y94bzieny-gSSMR5HMgAl?k4L5B7esY3ulOY2xi9r8Fitxc5yWVyD 5-1-0 9-105 14 8$ 16 8-8 21-2-0 25 7 8 27-75 32S-B 375-0 42 4-0 5-11 4-9 8 4-10-0 2-0-0 45-8 4-" 2_0 4-10-0 4-9-8 5-1-0 Scale=1:74.8 2x4 II = 3x8 4x6 3x8 5x10 = = = = 5.00 12 5x10 2x4 • 25 24 23 22�- a.uU I1'& 5x5 = 4x4 = 2x4 II 2x4 II IN1'41 14 13 12 2x4 II 2x4 II 4x4 = 5-1-0 9-10-8 14-M 16-8-8 21-2-0 25-7-8 27-7 8 , 32S 8 37 3 0 42-4-0 6_ 4-9-8 4-10-0 2-0-0 45 8 4S 8 2-0-0 4-10-0 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.66 18 >765 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -1.14 18 >441 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.52 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 296 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 19-21,15-17: 2x6 SP No.2 WEBS 1 Row at midpt 2-25, 9-11 WEBS 2x4 SP No.3 *Except* MTek recommends that Stabilizers and required cross bracing 4-18,7-18: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 25=1556/0-8-0, 11=1556/0-8-0 Max Horz 25=292(LC 6) Max Uplift 25=825(LC 8), 11=825(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2808/1534, 3-4=-3422/1932, 4-5=5827/3067, 5-7=5827/3067, 7-8=3422/1932, 8-9=2808/1534 BOT CHORD 24-25=-771/1653, 20-21=-1152/2558, 19-20=1152/2557, 18-19=-1719/3646, 17-18=1719/3646, 16-17=-1152/2557, 15-16=-1152/2558, 11-12=771/1627 WEBS 3-21=-42/278, 4-19=1857/1004, 4-18=-1364/2880, 7-18=1364/2880, 7-17=-1857/1004, 8-15=-22/278, 2-25=2059/1030, 2-24=-449/288, 21-24=-800/1718, 2-21=426/1038, 3-19=-565/1134,8-17=-565/1134,9-11=-2059/1030,9-12=-443/288,12-15=-800/1690, 9-15=-426/1038 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=42ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=825,11=825. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194234 J33243 A17 Hip 1 1 Job Reference o tional East coast I cuss, M. Pierce, FL - 3484b, aj iu s aep 10 zu 1 i Nil I eK Inausales, Inc. I nu um o ua: I,% j o zu-I t rage I I D:kk25oUajr8jJM7dem3Y94bzieny-OZcXlrPF4YhRZnhDKwLRUOsCX—ngg6Tmnw11 VyyW Vy2 4-0-0 7-10-8 12-8-8 14-8-8 1 -6- 21-_2 26-9-14 2 -7 29-7-8 34-5-8 38-4-0 42-40 4-0.0 3-10-8 TIM 2-0.0 0-9-1 5-7-14 5-7-14 0-9-1 2-0-0 4-10-0 3-10-8 4-0.0 5.o0 12 2x4 II 5x8 3x4 = 3x10 = 5x6 WB = 3x10 = 3x4 = 5x8 = Scale=1:74.8 27 — 26 25 24 rxo ' 5.00 112 7xa _ 18 15 14 13 5x5 = 5x8 = 2x4 II 2x4 II 2x4 11 2x4 II 5x8 = 5x5 = 2x4 II 21312 7-10-8 12-8-8 14-8-8 if 21-0-4 21 26-9-14 2 -7 29-7-8 34-5-8 424-0 7-10-0 410-0 2-0-0 0-9-1 5S2 0-1. 2 5E2 0.9-1 2-0.0 4-10.0 7-10.8 Plate Offsets (X,Y)— [3:0-5-12,0-2-8], [5:0-3-8,0-1-8], [6:0-3-0,Edge], [8:0-3-8,0-1-8], [10:0-5-12,0-2-8], [13:0-2-8,0-3-0], [17:0-5-8,Edge], [19:0-2-0,0-5-0], [21:0-2-0,0-5-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 1.03 20 >491 240 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(TL) -1.79 20 >282 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.74 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 `Except* 3-6,6-10: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 `Except" 21-23,17-19: 2x6 SP No.2 WEBS 2x4 SP No.3 `Except' 5-20,8-20: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 27=1556/0-8-0, 13=1556/0-8-0 Max Horz 27=260(1_C 6) Max Uplift 27=825(1_C 8), 13=-825(LC 8) PLATES GRIP MT20 2441190 M18SHS 244/190 Weight: 286 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-20, 8-20, 2-27, 11-13 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=2040/1163, 3-4=-3184/1800, 4-5=3573/2001, 5-7=-8303/4328, 7-8=8303/4328, 8-9=3573/2001, 9-10=-3184/1800, 10-11=-2040/1163 BOT CHORD 26-27=700/1445, 22-23=-153613197, 21-22=153313187, 20-21 =-1 839/3807, 19-20=-1839/3807. 18-19=-1534/3187, 17-18=-153613197, 13-14=700/1434 WEBS 3-26=-666/368, 7-20=-256/242, 10-14=-666/368, 4-23=-775/446, 9-17=-775/446, 5-21=-1910/1018,8-19=-1910/1018,5-20=-2492/5059,8-20=-2492/5059, 2-27=1921/1027, 2-26=-196/629, 23-26=833/1835, 3-23=-927/1797, 4-21=-358/718, 9-19=-358/718, 14-17=-833/1835, 10-17=927/1797, 11-14=-196/629, 11-13=-1921/1027 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=42ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line atjcint(s) 6. 6) Plate(s) at joint(s) 1, 3, 10, 12, 24, 21, 19, 16, 26, 7, 14, 4, 25, 9, 15, 5, 8, 20, 22, 27, 2, 23, 18, 17, 11 and 13 checked for a plus or minus 0 degree rotation about its center. 7) Plate(s) at joint(s) 6 checked for a plus or minus 3 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) 27=825, 13=825. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-09 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 Groenwoldt Res./Main House T12194235 J33243 A18 Half Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 20W MiTek Industries, Inc. Thu Oct 5 09:13:23 2017 Page 1 I D:kk25oUajr8jJM?dem3Y94bzieny-n65YRaVHB?il W?IlocUJp4BX6CbdipJxc9zSmUyWVxw 14-0 5-4-0 10-10-8 15-4-8 _ 20-2-0 1� 0 54-0 5SA 4-0-0 4-9-8 4x4 = 14 3x4 = 15 5 Scale=1:36.3 2x4 II 3x4 = 1x4 If 3x8 = _' 3x4 = F0 5-4-0 10-10-8 20-2-0 4-9-0 5-6-8 9-3-8 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 FBC2014rrP12007 CSI. DEFL. in (loc) VdeFl Lid TC 0.66 Vert(LL) -0.17 7-9 >999 240 BC 0.63 Vert(TL) -0.42 7-9 >420 180 WB 0.40 Horz(TL) -0.01 7 n/a n/a Matrix -AS PLATES GRIP MT20 244/190 Weight: 106 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. All bearings 0-8-0 except (jt=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=324(LC 7) _ Max Uplift All uplift 100 lb or less at joint(s) except 7=-316(LC 5), 2=-195(LC 8), 10=403(LC 8) Max Grav All reactions 250 lb or less atjoint(s) except 7=535(LC 17), 2=272(LC 17), 2=272(LC 1), 10=747(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=539/299, 4-5=-437/322 BOT CHORD 7-9=314/369 WEBS 5-7=480/349, 3-10=648/422, 3-9=-201/438 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 316 lb uplift at joint 7, 195 lb uplift at joint 2 and 403 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1 /2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekG connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIi Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee. Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194236 J33243 A19 Half Hip 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Uct 5 U9:13:31 ZU17 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-Yeaa6JcIJTi9TEvlGHdBBmW?gROaaPS7SPvt21yW Vxo -141 5-4-0 8-10-8 14-04 20-2-0 14-" 54-0 3.6.8 5-7-12 5-7-12 3 4x8 = 15 16 3x4 = Scale = 1:36.0 2x4 II 3x4 = 11x4 II 3x4 = 3x4 = 3x4 = 3x4 = 7-0 5-4-0 8-10-8 14-6-4 20-2-0 71 4-9-0 3-0 8 5-7-12 5-7-12 Plate Offsets (X Y)— r2:0-1-6.Edoe1 f4:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 7-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 106 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. REACTIONS. All bearings 0-8-0 except (jt=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=268(LC 7) MaxUplift All uplift 100 lb or less at joint(s) except 7=-310(LC 5), 2=-201(LC 8), 11=399(LC 8) Max Grav All reactions 250 lb or less at joints) 2, 2 except 7=526(LC 17), 11=778(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=443/284, 4-5=-533/374 BOT CHORD 8-10=-267/364, 7-8=366/533 WEBS 5-7=617/361, 3-11=676/409, 3-10=254/494 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 310 lb uplift at joint 7, 201 lb uplift at joint 2 and 399 lb uplift at joint 11. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify des/gn parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 verifythe 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 ANSVrPl1 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 Groenwoldt Res./Main House T12194237 J33243 B01G HALF HIP GIRDER 1 n L Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:13:38 2017 Page 1 I D:kk25o UajgJM7dem3Y94bzieny-r7VDajhhfcbApJxeAGFgwEJ2lFfLjau9376lo7yV Wxh 1�-0 1-5-0 2-9-0 5-M 7-0-0 10-M 13-7-0 , 16<f-0 1-4-0 1 5 0 1-4-0 2-3-0 2-0-0 3-3 8 3 3 8 2-9.0 Scale = 1:29.9 4x8 = 1x4 II 3x4 = 3x4 = 6 21 22 7 23 24 8 25 9 1X4 11 LX4 II 3x4 = 5x5 =: 1-5-0 2-9-0 5-0-0 10-M - L- 13-7-0 16 4-0 1-5-0 1�-0 2-3-0 2-0-0 3 3 8 3 3 8 2-9-0 i— r9•n_9_n P,1n 1 r4•n_n_n n_1_1d1 FA-n-9-A 1d191 m-n-r—i9 r-i-1 ra•n-r-A n-9-nl r1n•n-9-A n-9-191 r19•n-9.-A n-dn1 Hd•n-3-n n-'_191 r17•n_n-11 mi-in LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 TCDL 7.0 Lumber DOL 1.25 BC 0.81 BCLL 0.0 Rep Stress Incr NO WB 0.53 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP 285OF 1.8E `Except` 6-9: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except" 4-12: 2x6 SP SS, 8-11: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except' 3-4: 2x4 SP No.1 REACTIONS. (lb/size) 10=1839/0-8-0, 2=1972/0-8-0 Max Horz 2=216(LC 24) Max Uplift 10=1141(LC 5). 2=-1243(LC 8) DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.24 4-15 >803 240 MT20 244/190 Vert(TL) -0.37 4-15 >526 180 M18SHS 244/190 Horz(TL) 0.22 10 n/a n/a Weight: 199 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, Except: 8-10-14 oc bracing: 4-15 9-6-9 oc bracing: 14-15, FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=477/259, 3-4=-867/523, 4-5=-6403/3897, 5-6=5178/3205, 6-7=-3943/2462, 7-8=-3943/2462, 8-9=-2293/1443, 9-10=-1745/1136 BOT CHORD 4-15=3676/5911, 14-15=3720/5982, 13-14=3096/4915, 12-13=-1578/2419, ' 8-12=-1253/857 WEBS 6-14=-1409/2353, 6-13=-1146/718, 7-13=350/304, 8-13=1111/1797, 9-12=-1783/2792, 4-16=-248/420, 3-17=-1243/774, 5-15=-444/788, 5-14=-1414/861 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 D-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-6-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 Do. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (6) 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=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) Plates checked for a plus or minus 0 degree rotation about its center. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1141 lb uplift at joint 10 and 1243 lb uplift at joint 2. ® WARNING - Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■tilii�, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab ' Truss Truss Type Qty Ply Grcenwoldt Res./Main House T12194237 J33243 BO1G HALF HIP GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, S.13U s sep 1 b zui / MI I etc Inousme3, Inc. I nu uct O uu:73:36 zu l / rage z I D:kk25oUajr6jJM?dem3Y94bzieny-RVDajhhfcbApJxeAGFgwEJ2lFfLjau93?6lo7yWVxh NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 lb down and 151 lb up at 7-0-0, 142 lb down and 146 lb up at 9-0-12, 145 lb down and 146 lb up at 11-0-12, and 145 lb down and 146 lb up at 13-0-12, and 148 lb down and 169 lb up at 15-0-12 on top chord, and 1736 lb down and 1112 lb up at 7-0-0, 73 lb down and 48 lb up at 9-0-12, 73 lb down and 48 lb up at 11-0-12, and 73 lb down and 48 lb up at 13-0-12, and 81 lb down and 25 lb up at 15-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-6=54, 6-9=54, 16-18=-20, 4-12=20, 10-11=20 Concentrated Loads (lb) Vert: 6=103(F) 14=-1736(F) 22=-103(F) 23=103(F) 24=-103(F) 25=-115(F) 26=73(F) 27=-73(F) 28=73(F) 29=61(F) ®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 ■■�.YY building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandda, VA 22314. Tampa, FL 36610 job ATruss Truss Type Qty Ply Groenwoldt Res./Main House T12194238 J33243 B02 Half Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:13:46 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-cX FGSnin4binYYAexOiFweQmUOnbGWKvE2A4fyWVxZ 14-0 15-0 -11 2-9-0 5-0-0 9-M 13-7-0 16-4-0 4 15-0 6 6 0-9-10 2-3-0 4-M 4-7-0 2-9-0 i 4x8 = 2x4 11 3x4 = Scale=1:30.5 3x4 = 3x4 = 3x4 = Z%4 11 3x4 = 15-0 2-9-0 5-0-0 13-7-0 16 4-0 1-0-0 2-3-0 4-M 4-7-0 2-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) IJdeft L/d PLATES GRIP TCLL - 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC-- 0.77 Vert(TL) -0.28 4-13 >689 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.16 9 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -AS Weight: 95 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling, directly applied. 7-10: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=549/0-8-0, 2=728/0-8-0 Max Horz 2=272(LC 7) Max Uplift 9=-312(LC 5), 2=-437(LC 8) Max Grav 9=549(LC 1), 2=728(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=279/85, 4-5=-1359/701, 5-6=-811/439, 6-7=421/287, 7-8=-398/273, 8-9=-519/320 BOT CHORD 4-13=-710/1282, 12-13=-711/1284, 11-12=-454/721 WEBS 6-12=-74/311, 6-11=360/189, 8-11=-381/616, 5-12=-604/359, 3-15=-488/289 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 9 and 437 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 ANSI1TPII 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 Groenwoldt Res./Main House T12194239 J33243 B03 - _ Half Hip 1 1 Job Reference o tional Last coast I russ, M. MerCe, I-L - 39e4D, 0. t0V S oep ra LU r t r,1, CR muubu,eb, ,flu. 1111.1 Vul a utl: r O:uG GV , r rdgU r ID:kk25oUajr8jJM?dem3Y94bzieny-QhLWWVsTMvLBVTOK CV6UBuTvvRA?zdCHAVUIJyVWxT 14 15-0 11 2-9-0 6-10-8 11-0-0 13-7-0 15-10-8 1 4-0 1-5-055 0-9-10 4-1.8 4-1-8 2-7-0 2-3-8 4x8 = 2x4 II / 3x4 = Scale:3/8"=l' I 6 7 8 3x4 = 3x4 = 3x4 = 2x4 II 3x4 9 15-0 2-9-0 6-10.8 11-M 13-7-0 15-10-8 1-FJI 1�11 d-13i d-1.R-7-r1-ast LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.19 4-13 >988 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(TL) -0.34 4-13 >556 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.26 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 - Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 7-10: 2x4 SP No.3 2x4 SP No.3 WEBS Ics PLATES GRIP MT20 244/190 Weight: 98 lb FT = 0% Structural wood sheathing directly applied, except end verticals 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) 9=527/0-3-8, 2=716/0-8-0 Max Harz 2=328(LC 7) Max Uplift 9=290(1_C 5), 2=-429(LC 8) Max Grav 9=527(LC 1), 2=716(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=327/199, 34=262/96, 4-5=1058/539, 5-6=527/309, 8-9=-498/301 BOT CHORD 4-13=-549/1004, 12-13=-549/1004, 11-12=313/473 WEBS 6-12=-125/317, 6-11=-351/189, 8-11=-315/507, 5-12=603/367, 3-15=333/213 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 290 lb uplift at joint 9 and 429 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 vedfythe applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ` Truss Truss Type Qty, Ply Groenwoldt Res./Main House T12194240 J33243 B04 Half Hip vT 1 -- 1 -- Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:13:59 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-j1 G9_uxsj3EBgX2gvA71GfghFjq?85LEumhM1 PyWVxM -1-4-0 1-5-0 1 11 2-9-0 7-10-8 13.0.0 3-7 15.10.8 1' o 1-5-0 -6 9-to 5.1-8 5-1-8 7-0 2-3-8 5x5 = 2x4 I I Scale=1:36.3 6 18 7 8 3x4 = 3x4 = 3x4 = 1x4 II 2x4 II 1 5 0 2-9-0 7-10.8 13-7-0 15 10-8 51 -0 1-4-0 5-1-8 5-8-8 2-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.22 4-12 >846 240 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ved(TL) -0'.38 4-12 >491 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 Horz(TL) 0.19 8 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 REACTIONS. (lb/size) 8=523/0-3-8, 2=720/0-8-0 Max Horz 2=384(LC 7) Max Uplift 8=284(LC 8), 2=-429(LC 8) Max Grav 8=523(LC 1), 2=720(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=432/307, 3-4=368/229, 4-5=-964/471, 5-6=10041622, 8-10=494/299 BOT CHORD 2_14=-268/176, 4-12=477/918, 11-12=-237/286, 10-11=-237/286 WEBS 5-12=-389/350, 6-12=497/852. 6-10=465/299, 4-14=369/253 4x4 = ICS PLATES GRIP MT20 244/190 Weight: 88 lb FT = 0% Structural wood sheathing directly applied, except end verticals 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 8 and 429 lb uplift at joint 2. 8) 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. ®WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �}®� a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ■>/��• bulding 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 ANSMVII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation availabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type City Ply Groenwoldt Res./Main House T12194241 J33243 B05 Half Hip 1 1 Job Reference o ticnal East Coast Truss, Ft. Pierce, FL - 34946, 3 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:05 2017 Page 1 I D: kk25o Uajr8jJ M?dem3Y94bzieny-YBeQFyOd Iv_LYSVq FQE9 WwwkOSsBYhY7GiBg F3yV WxG 2-9-0 7 1-4-0 1_ :2 1 11 8-z-o 13.7-0 15-0-0 15.10.8 7-4-0 5-5-0 5-5-0 1-5-0 0-10.8 0-9-10 5.00 12 5x5 = 3x4 I � 8 3x4 = 3x4 = 3x4 = a 1 x4 I I 2X4 Scale=1:40.1 1-5-0 2-9-0 8-2-0 13-7-0 15-10-8 1-5-0 1-4-0 5-5-0 55-0 Plate Offsets (X Y)— r2:0-2-6 0-0-01 I4:0-8-0 0-1-151 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.23 4-13 >819 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.41 4-13 >465 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.19 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 93 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 9=522/0-3-8, 2=721/0-8-0 Max Horz 2=441(LC 7) Max Uplift 9=-287(LC 8), 2=-426(LC 8) Max Grav 9=537(LC 13), 2=721(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=488/347, 3-4=-423/277, 4-5=-946/467, 5-7=1002/645, 9-11=-507/305 BOT CHORD 2-15=-291/178, 4-13=-474/909 _. WEBS 5-13=-446/406, 7-13=-625/995, 7-11=-608/449, 4-15=405/257 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 287 lb uplift at joint 9 and 426 lb uplift at joint 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. _ . ®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 property Incorporate this design Into the overall ■■■��.YYY■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty, Ply . Groenwoldt Res./Main House T12194242 J33243 B06 Monopitch 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.13u s Sep 1 b zul t mi I etc mdustnes, inc. I nu uct b u9:i4:1 u zu1 I rage 1 I D:kk25oUajr8jJM?dem3Y94bzieny-v9RJ1f417 RddfEOn2_q KD_dYZ9egD6RsQzsRwGyV WxB -1-4-0 8-1-6 15-10-8 1-4-0 8-1-6 7-9-2 5.00 12 — 5 Scale = 1:38.4 � 6 3x4 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 TCDL 7.0 Lumber DOL 1.25 BC 0.56 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 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) 2=676/0-8-0, 6=560/0-3-8 Max Horz 2=460(LC 7) Max Uplift 2=-408(LC 8), 6=307(LC 8) Max Grav 2=676(LC 1), 6=585(LC 13) DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.08 6-7 >999 240 MT20 244/190 Vert(TL) -0.21 6-7 >894 180 Horz(TL) 0.02 6 n/a n/a Weight: 78 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-6 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=876/419 BOT CHORD 2-7=415/794, 6-7=-415/794 _ WEBS 3-7=0/334, 3-6=808/520 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 2 and 307 lb uplift at joint 6. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - V.1rydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev, 1010212015 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 �s a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall ■■■■���.Y�YY■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Past Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobb Truss Truss Type City Ply Graenwoldt Res./Main House T12194243 J33243 B07 Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:15 2017 Page 1 ID:kk25oUajrBjJM7dem3Y94bzieny-F6ECLMBuy_FW?GIrXPWw1 LMaAJ3uLRbaFZCcTyWVx6 r -1-a-o 7-1 a8 13-ta8 15.1ae i zt-1-8 ez•3•oi r1-4-o T-t tie 6-0-o z-ao 5.3-0 1-1-a e — rZ, - ava _ 8 4x4 = 1x4 II 3x4 = 3x6 II 15-10-8 7-10-8 1310A 15-8-12 21-1-8 2230 7-10-8 6M 1-104 0-- 2 5-3-0 1-1-8 Plate Offsets (X.Y)— 12:0-1-10 Edgel. 15:0-2-O.Edoel, 111:0-5-8.0-3-121, F15:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 TCDL 7.0 Lumber DOL 1.25 BC 0.74 BCLL 0.0 ' Rep Stress Incr NO WB 0.44 BCDL 10.0 Code FBC2014fFP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=41/Mechanical, 2=652/0-8-0, 12=1115/0-3-8 Max Horz 2=529(LC 5) Max Uplift 9=-92(LC 7), 2=361(LC 8), 12=-645(LC 8) Max Gram 9=51(LC 6), 2=652(LC 1). 12=1277(LC 13) Scale = 1:56.8 fll DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.3414-18 >556 240 MT20 2441190 Vert(TL)-0.5314-18 >353 180 Horz(TL) 0.02 9 n/a n/a Weight: 134 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. MTek 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=688/106, 3-4=-517/143, 4-6=-790/1394, 6-7=-760/1407 BOT CHORD 2-14=-238/479, 13-14=-238/479, 11-12=-1468/701, 10-11=-348/204 WEBS 7-10=-91/320, 13-15=-359/347, 4-15=-1674/986, 11-13=-442/934, 11-15=1093/628, 7-15=-1473/895 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 92 lb uplift at joint 9, 361 lb uplift at joint 2 and 645 lb uplift at joint 12. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 27 lb up at 10-0-0, and 66 lb down and 27 lb up at 12-0-0 on top 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: 1-8=54, 12-16=20, 10-11=20, 9-10=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property ■.Y 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 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 Jeb r Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194243 J33243 B07 Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-50 19=-50 6.13U s Sep 1 b zui t MI I eK Industries, Inc. I nu ucL b U` mio 20i t rage z ID:kk25oUajr8jJM?dem3Y94bzieny-F6ECLM8uy_Fw47GlrXPWw1 LMaAJ3uLRbaFZCcTyW Vx6 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 v Truss Truss Type Qty Ply Groenwoldt Res (Main House T12194244 J33243 BOB Monopitch 3 1 Job Reference o Bonal East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:21 2017 Page 1 I D:kk25oUajr8jJM?dem3Y94bzieny-4GcTcQCfXq?3TwkvBoWw91bO7bMP12wUyBOWp7yVWx0 -1�-0 7-10-8 13-10-8 , 15-10-8_ _, 22-3-0 1-4-0 7-10-8 6-0-0 2-0-0 641 .— G — n 8 4x4 = 1x4 II 3x4 = 3x6 II 7-10-8 13-1D-6 15-10-8_ , 223-0 7-10-8 6-0-0 2-0-0 6�-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.34 13-17 >555 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.54 13-17 >353 180 BCLL 0.0 Rep Stress Incr NO WB 0.44 Horz(TL) 0.02 9 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 *Except* 7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=656/0-8-0, 11=1100/0-3-8, 9=51/Mechanical Max Horz 2=522(LC 5) Max Uplift 2=-362(LC 8), 11=-635(LC 8), 9=-96(LC 5) Max Grav 2=656(LC 1), 11=1261(LC 13), 9=60(LC 6) Scale=1:57.1 0 ' N PLATES GRIP MT20 244/190 Weight: 127 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 2-3=689/102, 3-4=-518/146, 4-6=786/1379, 6-7=-752/1392 BOT CHORD 2-13=-240/488, 12-13=-240/4B8, 10-11=-1455/691, 7-10=158/261, 9-10=317/176 WEBS 7-9=73/306, 4-14=-16721984, 12-14=-343/321, 10-12=-426/922, 10-14=-1115/631, 7-14=1503/923 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 362 lb uplift at joint 2, 635 lb uplift at joint 11 and 96 lb uplift atjoint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 lb down and 27 lb up at 10-0-0, and 66 lb down and 27 lb up at 12-0-0 on top 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: 1-8=54, 11-15=20, 9-10=-20 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not, a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web andlor chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, Alexandda, VA 22314. Tampa, FL 36610 Job 1 Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194244 J33243 BOB Monopitch 3 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946. LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-50(F) 18=-50(F) B.t3u s Sep ib zu7 / MI I etc Industries, Inc. I nU UCt b U9:14:21 zU1 I rage z I D: kk25oUajr8jJM?dem3Y94bzieny-4GcTcQCfXq?3Twkvl3oWw9lbO7bMP12wUyBOWp7yV WxO ®WARNING - Verify design parameters and READ NOTES ON 716S AND INCLUDED M/TEK REFERENCE PAGE 111I1.7473 rev. 101031201E BEFORE USE. • Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall iia building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jerb r Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194245 J33243 B09 Monopitch 1 1 -- Job Reference o Gonal) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:25 2017 Page 1 ID:kk25oUajrBjJM7dem3Y94bzieny-z1 r_RnFAb2WyXl gQdbsK8LAGCmoEm03tp_kxuyWVwy -1-41 , 8-3-2 15-10-8 22-3-0 1 4_0 8-3-2 7-7-6 6-4-8 AvA 11 6 3x4 = 3x4 = 3x6 II B-3-2 15-8-12 15- 22-0-0 22 8-3-2 7-5-10 0-1-12 6-1$ 0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.80 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-9: 2x4 SP No.3 WEBS - 2x4 SP No.3 REACTIONS. (lb/size) 2=631/0-8-0, 9=955/0-3-8, 7=1 21 /Mechanical Max Horz 2=522(LC 5) Max Uplift 2=351(LC 8), 9=544(LC 8), 7=-154(LC 5) Max Grav 2=631(LC 1), 9=955(LC 1). 7=155(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=731/247 BOT CHORD 2-10=-389/648, 8-9=890/565, 5-8=-508/370 WEBS 8-10=-418/674, 3-8=730/462 U1 O 1� Scale = 1:53.1 DEFL. in (loc) Udefl L/d PLATES GRIP Vert(LL) -0.07 9-10 >999 240 MT20 244/190 Vert(TL) -0.17 9-10 >999 180 Horz(TL) 0.01 9 n/a n/a Weight: 125 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; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351 lb uplift at joint 2, 544 lb uplift at joint 9 and 154 lb uplift at joint 7. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - VerHy 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 property incorporate this design Into the overall ■■�.Yi 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, Alexandda, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194246 J33243 B10 Monopitch 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:29 2017 Page 1 ID:kk25oUajMJM?dem3Y94bzieny-rp4VH91gfHOxRBLRfrgoU wsRp7nAaDfoRyx4fyWVwu 1 4-0 , 8-3-2 15-10-8 , 20-0-0 223-0 , 1-4 8-3-2 7-7-6 4-1-8 23-0 dT1 11 10 3x4 = 3x4 = 3x6 11 8-3-2 15-8-12 15- 20-0-0 223-0 8-3-2 7-5-10 0-1- 2 4-11 23-0 Plate Offsets (X.Y)— 19:0-5-4.0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 TCDL 7.0 Lumber DOL 1.25 BC 0.52 BCLL 0.0 Rep Stress Incr YES WB 0.81 BCDL 10.0 Code FBC2014rrP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 5-10: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=112/Mechanical, 2=628/0-8-0, 10=968/0-3-8 Max Horz 2=537(LC 5) Max Uplift 7=-154(LC 5), 2=-353(LC 8), 10=552(LC 8) Max Grav 7=147(LC 13), 2=628(LC 1), 10=968(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=721/252, 3-5=216/261 BOT CHORD 2-11=-370/643, 9-10=902/573, 5-9=542/378, 8-9=261/121 WEBS 9-11=-398/662, 3-9=739/475 DEFL. in (loc) Vdefl Ud Vert(LL) -0.07 10-11 >999 240 Vert(TL) -0.17 10-11 >999 180 Horz(TL) 0.01 10 n/a n/a Scale = 1:54.4 PLATES GRIP MT20 244/190 Weight: 132 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 7, 353 lb uplift at joint 2 and 552 lb uplift at joint 10. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING- Verify des/gn parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 ANSIrrPN 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 Jcob ti Truss Truss Type Qty, Ply Groenwoldt Res./Main House - T12194247 J33243 CO1 Monopitch 8 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:36 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-89081Y03?RuxnDNnZRI RGTi?MeU3JtzhP09pgmyWV Wn -1-4-0 5-1-10 9-11-0 -4: 5-1-10 4-9-6 p 9-11-0 N-4 9-4-12 LOADING (psf) SPACING- 2-0-0 CS'. TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 TCDL 7.0 Lumber DOL • 1.25 BC 0.67 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 BCDL 10.0 Code FBC2014ffP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=438/0-1-8, 2=438/0-1-8, 5=357/0-8-0 Max Horz 2=293(LC 7) Max Uplift 2=-289(LC 8), 5=-192(LC 8) Max Grav 2=438(LC 1), 2=438(LC 1), 5=373(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-476/277 BOT CHORD 2-5=286/465 WEBS 3-5=446/337 DEFL. in (loc) I/deft Ud Vert(LL) -0.20 5-8 >592 240 Vert(TL) -0.50 5-8 >233 180 Horz(TL) 0.01 5 n/a n/a Scale=1:26.4 , 114 PLATES GRIP MT20 244/190 Weight: 46 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1:60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 lb uplift at joint 2 and 192 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 buildingcomponent, 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 ANSII P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jmb Truss Truss Type Oty Ply Groenwoldt Res./Main House T12194248 J33243 CO2 Monopitch 12 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:40 2017 Page 1 I D:kk25o Uajr8jJM7dem3Y94bzieny-OwFfbvRa3f0 NFrhYoH MN RJtjSFvjFiBHKe71 zxyV Wwj 1 �-0 4-0-2 8.8-0 J 4.6-2 4-1-14 3x6 =b 4x4 = Scale=1:23.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.11 5-8 >910 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.29 5-8 >357 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 41 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 MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=393/0-1-8, 2=39310-1-8, 5=31010-8-0 Max Harz 2=257(LC 7) Max Uplift 2=-267(LC 8), 5=-165(LC 8) Max Grav 2=393(LC 1), 2=393(LC 1), 5=324(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=408/235 BOT CHORD 2-5=246/400 WEBS 3-5=384/285 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 267 Ib uplift at joint 2 and 165 lb uplift at joint 5. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verity design parameters and READ NOTES ON Tiffs AND INCLUDED M/TEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ®BR a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek° Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 t Truss Truss Type Qty Ply Groenwoldt Res./Main House T72194249 J33243 CO3G Half Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:45 2017 Page 1 ID:kk25oUajgJM7dem3Y94bzieny-Nu2YedVitC1fMcZWbgyY8MagRGgPwyaOTwrofkyW Vwe -14-0 3-9-14 7-M _ 8 8-0 1 �-0 3-9-14 3-2-2 1.8-0 4x8 = 2x4 11 Scale = 1:21.1 2x4 = — ' 3x4 = 6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(TL) BCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(TL) BCDL 10.0 Code FBC2014/TP12007 Matrix -MS in (loc) Vdefl Ud -0.01 8 >999 240 -0.03 7-8 >999 180 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=469/0-1-8, 2=469/0-1-8, 6=692/0-8-0 Max Horz 2=215(LC 24) Max Uplift 2=-313(LC 8), 6=-383(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=684/342, 3-4=-376/225 BOT CHORD 2-8=344/635, 7-8=-344/635, 6-7=-220/344 WEBS 3-7=353/206, 4-7=-229/540, 4-6=-709/390 0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% Structural wood sheathing directly applied or 6-D-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; Vu@=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 313 lb uplift at joint 2 and 383 lb uplift at joint 6. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 lb down and 174 lb up at 7-0-0 on top chord, and 346 lb down and 185 lb up at 7-D-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 4-5=54, 6-9=-20 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111•7473 rev. 101031201E BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�]�• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Jccb r Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194249 J33243 CO3G Half Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:46 2017 Page 2 ID:kk25oUa)r8)JM?dem3Y94bzieny-r4auszWLeV9WzmBi9YTnga7rBgOefPg9iaaLBAyW Vwd LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=-343(13) 4=-115(13) ©WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE 11,1II-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' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt ResJMain House T12194250 J33243 C04 Monopitch 6 1 _ Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:14:50 2017 Page 1 I D:kk25oUajr8jJM7dem3Y94bzieny-krsRhKZdkfySNSTONYjrQHTbHLsbGOIdCYYKyyVvVwZ -1.4-0 7-8-0 1-4 0 7-8-0 Scale=1:21.5 3x4 = 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 TCDL 7.0 Lumber DOL 1.25 BC 0.38 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=269/0-8-0, 2=354/0-1-8, 2=354/0-1-8 Max Horz 2=227(LC 7) Max Uplift 4=-142(LC 8), 2=-248(LC 8) Max Grav 4=282(LC 13), 2=354(LC 1), 2=354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) 0.09 4-7 >999 240 MT20 244/190 Vert(TL) -0.19 4-7 >460 180 Horz(TL) 0.00 2 n/a n/a Weight: 33 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate atjoint(s) 2, 2. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 142 lb uplift at joint 4 and 248 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194251 J33243 C05G Half Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 1.4-0 I 3-9-14 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:14:56 2017 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-Y?D'ryOdcIaP6Alvdkef74hXXiiPn?xgd?7?tXbyW VWT 3-2-2 ' 0-84) ' 4x4 = 2x4 I I Scale = 1:21.0 yt4 = 11 6 3x4 = 0-5.8 3-9-14 , 7-M OS-8 3-4.6 3-10-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.02 6-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.04 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.18 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=66310-8-0, 2=386/0-1-8, 2=386/0-1-8 Max Horz 2=215(LC 7) Max Uplift 6=-384(LC 5), 2=-268(LC 8j FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=500/236, 3-4=-508/317 BOT CHORD 2-7=244/460 WEBS 4-7=274/491, 4-6=-377/291 PLATES GRIP MT20 244/190 Weight: 42 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 384 lb uplift at joint 6 and 268 lb uplift at joint 2. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 170 lb up at 7-0-0 on top chord, and 296 lb down and 151 lb up at 7-0-0 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: 1-4=54, 4-5=54, 6-8=-20 Concentrated Loads (lb) Vert: 4=-130(F) 11=-291(F) ®WARNING. Verify design parametersand READ NOTES ON TN/S AND INCLUDED MITEK REFERENCE PAGE 111II-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 �j a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall iFi 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 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 bb A Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194252 J33243 D01 G Hip Girder 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:15:05 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-okG6rTkFALYglh5Mm1 JExaP5UKWxb24y31 hrMayWVwK -14-0 3-0-0 4-10-0 , 7-10-0 1 �-0 3-0-0 1-10-0 3-0-0 -0 2x4 = 4x8 = 4x4 = 3-M 4-10-0 7-10-0 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 NO BCDL 10.0 Code FBC2014frP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=384/0-3-5, 5=385/0-3-5 Max Horz 2=58(LC 24) Max Uplift 2=-264(LC 8), 5=-265(LC 8) Max Grav 2=422(LC 29), 5=422(LC 30) CSI. DEFL. in (loc) I/defl L/d TC 0.14 Vert(LL) -0.01 8 >999 240 BC 0.15 Vert(TL) -0.02 8 >999 180 WB 0.04 Horz(TL) 0.01 5 n/a n/a Matrix -MS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=618/225, 3-4=-577/227, 4-5=-634/226 BOT CHORD 2-8=143/590, 7-8=-143/603, 5-7=-149/593 Scale = 1:19.8 2x4 = PLATES GRIP MT20 244/190 Weight: 34 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. 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=1511t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 264 lb uplift at joint 2 and 265 lb uplift at joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 82 lb down and 67 lb up at 3-0-0, and 206 lb down and 130 lb up at 4-10-0 on top chord, and 101 lb down and 9 lb up at 3-0-0, and 101 lb down and 9 lb up at 4-9-4 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, 4-6=-54, 9-12=-20 Concentrated Loads (lb) Vert: 3=-7(F) 4=-15(F) 8=12(F) 7=-12(F) ®WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall�� building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job i Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194253 J33243 D02 Common 2 1 _ Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:15:15 2017 Page 1 I D:kk25DUajr8jJM?dem3Y94bzieny-VfsuxtsXpQpPyDsHM7UaLhgpHMwFxZEQNb6Ni?yWVWA 1 4-0 3-11-0 7-10-0 1�_0 3-11-0 3-11-0 4x4 = 2x4 = 2x4 = Scale = 1:19.4 Ii LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.01 6-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(TL) -0.02 6-12 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 31 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 f REACTIONS. (lb/size) 2=362/0-3-5, 4=362/0-3-5 Max Horz 2=69(LC 7) Max Uplift 2=-252(LC 8), 4=-252(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=414/185, 3-4=-414/185 BOT CHORD 2-6=69/361, 4-6=-69/361 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) 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rrt between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 2 and 252 lb uplift at joint 4. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®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 Lai 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job A Truss Truss Type Qty Ply Groenwcldt Res./Main House T72194254 J33243 FG01 Roof Special Girder 1 n L Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:15:24 2017 Page 1 I D:kk25oUajr8jJM?dem3Y94bzieny-kOvlgyzAi Bx7Xb2ON W9hDbl GE_z8Y WhIRU nMXzyV Ww1 1 6 11 4-11-11 8-2-11 10 11T 1-8-11 3-3-0 3-3-0 2-8-11 4x4 = 3x4 = 2x4 II 3x4 = 4x4 = 1 11 2 12 13 14 3 15 16 4 17 5 7x6 = 3x8 = 7x6 = Special 6 3x8 I I Special 3x8 11 3.00 12 Scale=1:33.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.04 7-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Vert(TL) -0.06 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.56 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS Weight: 236 lb FT = 0% LUMBER - TOP CHORD 2x6 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 10=3216/Mechanical, 6=3395/Mechanical Max Horz 10=350(LC 20) Max Uplift 10=2162(LC 4), 6=-2268(LC 5) 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, Except: 6-0-0 oc bracing: 6-7. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=3128/2035, 1-2=-921/667, 2-3=-1868/1249, 3-4=-1868/1249, 4-5=-1338/930, 5-6=2926/2007 BOT CHORD 9-10=-328/287, 8-9=842/1027, 7-8=990/1378 WEBS 1-9=1845/2941,2-9=-1895/1360,2-8=-113911728, 3-8=-783/551,4-8=-655/931, 4-7=1371/1036, 5.7=-1899/2888 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18;,MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2162 lb uplift at joint 10 and 2268 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 181 lb up at 0-1-12, 144 lb down and.193 lb up at 0-9-12, 338 lb down and 280 lb up at 2-9-7, 308 lb down and 267 lb up at 4-1-15, 308 lb down and 267 lb up at 6-1-15, 338 lb down and 280 lb up at 8-1-15, and 144 lb down and 193 lb up at 10-1-10, and 227 lb down and 182 lb up at 10-9-10 on top chord, and 787 lb down and 482 lb up at 1-8-11, 786 lb down and 481 lb up at 3-9-7, 786 lb down and 481 lb up at 5-9-7, and 786 lb down and 481 lb up at 7-9-7, and 786 lb down and 478 lb up at 9-9-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) Special hanger(s) or other connection device(s) shall be provided at 4-9-1 from the left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others. ff0JVr nes�gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Obi 18P0 ly with MiTek® connectors. This design is based only upon parameters shown, 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 pal building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPn quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194254 J33243 FG01 Roof Special Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, ts.l3U s oep to zUl / MI1 eK inuusates, Inc. i nu um o ueao:z4 zul r rage z ID:kk25oUajr8jJM7dem3Y.94bzieny-kOvlgyzAiBx7Xb20NW9hDbiGE_z8YWhIRUnMXzy Ww1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=54, 9-10=-20, 7-9=20, 6-7=-20 Concentrated Loads (Ib) Vert: 1 =1 65 9=787(F) 4=-330 5=-165 11=144 12=-330 14=308 15=-308 17=-144 18=-786(F) 19=786(F) 20=786(F) 21=786(F) ®WARNING - Var/ry design parameters and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek° is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 City Ply Groenwcldt Res./Main House T72194255 J33243 FG02 Roof Special Girder 1 n L Job Reference o lional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:15:34 2017 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-RJW4wN5SLFCik8pxzdK1 di6_40QSu6HDk2C1sOyVWvt 1 8-11 4-11-11 6-2-11 10-11 6 1-8-11 3-3-0 3�-0 2-8-11 d 4x4 = 3x4 = U24 2x4 II U24 3x4 = 4x4 = 1 11 2 12 13 14 3 15 16 4 17 5 3x6 II 5x5 = Jµ — 6 NAILED 3x6 I I 3.00 12 NAILED 1811 4-11-11 8-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.40 Vert(LL) 0.03 7-8 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.03 8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(TL) -0.01 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 10=1466/Mechanical, 6=1541/Mechanical Max Horz 10=356(LC 7) Max Uplift 10=1410(LC 4), 6=1473(LC 5) Max Grav 10=1466(LC 1), 6=1573(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1417/1238, 1-2=-427/420, 2-3=-756/734, 3-4=-756/734, 4-5=561/561, 5-6=1410/1308 BOT CHORD 9-10=-344/304, 8-9=580/512, 7-8=-616/595 WEBS 1-9=1054/1221, 2-9=-1105/1003, 2-8=-662/682, 3-8=750/537, 4-8=-394/370, 4-7=916/834, 5-7=-1124/1201 Scale=1:35.2 PLATES GRIP MT20 244/190 Weight: 221 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 cc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 6-0-0 cc bracing: 9-10. 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 cc, 2x6 - 2 rows staggered at 0-9-0 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1410 lb uplift at joint 10 and 1473 lb uplift at joint 6. 10) Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dx1 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 cc max. starting at 4-1-15 from the left end to 6-1-15 to connect truss(es) to front face of top chord. 11) Fill all nail holes where hanger is in contact with lumber. 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25') toe -nails per NDS guidlines. AWARN/NG - Verify design parameters and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ��®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall iia� building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job W Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194255 J33243 FG02 Roof Special Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 6.1Su g Sep 15 2ul / Mr I eK Incustnes, Inc. I nu Vct 5 u9:16:34 2u1 / Page 2 I D:kk25oUajr8jJM?dem3Y94bzieny-RJW4wN5SLFCik8pxzdK1 di6_40QSu6HDk2CtsOyVYVvt NOTES- 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 227 lb down and 181 Ib up at 0-1-12, 144 lbdown and 193 Ib up at 0-9-12, 336 lb down and 280 lb up at 2-9-7, 336 Ib down and 280 Ib up at 8-1-15, and 144 Ib down and 193 Ib up at 10-1-10, and 227 Ib down and 182 Ib up at 10-9-10 on top chord, and 54 lb down and 122 lb up at 2-6-7, 54 lb down and 122 lb up at 4-6-7, and 54 lb down and 122 lb up at 6-6-7, and 122 lb down and 174 lb up at 8-6-7 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) Special hanger(s) or other connection device(s) shall be provided at 5-6-7 from the left end sufficient to connect truss(es) to back face of bottom chord. The design/selection of such special 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: 1-5=54, 9-10=-20, 7-9=20, 6-7=-20 Concentrated Loads (Ib) Vert: 1=1656=-100(B) 4=-331 5=-1 65 11 =144 12=-331 14=308(F) 16=308(17) 17=-1 44 1 8=27(B) 19=31(B) 20=-31(B) 21=31(B) 22=101(B) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTekV connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-69 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 JaDb ► Truss Truss Type City Ply Groenwoldt ResJMain House T72194256 J33243 —CJ1 Jack -Open 16 1 Job Reference o floral East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:09:27 2017 Page 1 ID:kk25oUajgJM7dem3Y94bzieny-hirKvufEmVznCkFOz2FzFIPJm4BIPA3CLSpzUAyW Wtc 14-0 1-M Scale =1:6.7 0-8-8 03 8 Plate Offsets (X Y)- 12:0-0-14.0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 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. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=68(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 3, 4 except 2=-190(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 3, 2, 2, 4 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=2411; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the'fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at Joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Qt=lb) 2=190. ®WARNING. Verify 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, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly 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 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 1 Truss Truss Type Qty Ply Groenwoldt ResJMain House T72194257 J33243 —CJ3 Jack -Open 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:09:34 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-_2m_NHkd7eroYplktOtcl nCW7uZBYLoEyl?gEGywW?V -1-4-0 3-M 1-4, 3-0-0 Scale = 1:10.9 0-7-12 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >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/rP12007 Matrix -MP Weight: 12 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD - Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. - — REACTIONS. All bearings Mechanical except (jt=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=111(LC 8) Max Uplift All uplift 100 lb or less at joints) 3, 4 except 2=-167(LC 8) Max Grav All reactions 250 lb or less at joint(s) 3, 2, 2, 4 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=3.0psf; h=15ft; 8=451t; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=lb) 2=167. ®WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7477 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jeb ti Truss Truss Type Qty Ply Groenwoldt ResJMain House T12194258 J33243 -CJ3T Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:09:40 2017 Page 1 I D:kk25oUajr8jJM7dem3Y94bzieny-pC7Fd KpOiU bxGkluEH_0 G2SXUJcey3_7LzS9SwyV WVTP -1-4-0 2-9-0 i3 0-0J 1.4 0 2-9-0 0-3-0 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 TCDL 7.0 Lumber DOL 1.25 BC 0.11 BCLL 0.0 ' Rep Stress Incr YES WB 0.02 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=91/Mechanical, 2=198/0-8-0, 5=7/Mechanical Max Horz 2=111(LC 8) Max Uplift 4=-46(LC 8), 2=167(LC 8) Max Grav 4=96(LC 13), 2=198(LC 1), 5=14(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:11.0 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.01 6 >999 240 MT20 244/190 Vert(TL) -0.01 6-9 >999 180 Horz(TL) 0.01 5 n/a n/a Weight: 14 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-9-0 oc purlins. 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. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=167. ®WARNING - Verity dasfgn parameters and READ NOTES ON TNS AND INCLUDED M/TEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job t Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194259 J33243 —CJ5 Jack -Open 6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Oct 5 09:09:47 2017 Page 1 ID:kk25oUajr8jJM7dem3Y94bzieny-5Y2u5kun3eUxcpnEBFcf3WEh18x25D78yZfOBOyW W71 -1-4-0 5-M 1-4-0 5-0-0 il 2x4 = Scale=1:15.0 0-7-12 5-0-0 0-7-12 4-4-4 Plate Offsets (X Y)— 12.0-0-10 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.03 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.07 4-7 >863 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 18 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. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except @=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=156(LC 8) Max Uplift All uplift 100 lb or less atjoint(s) 4 except 3=-102(LC 8), 2=-187(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 3, 4 except 2=264(LC 1), 2=264(LC 1) FORCES. (lb) -Max. Comp./Maio. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It --lb) 3=102, 2=187. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING - Verlry design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015bEFORE 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 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 NliTek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ► Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194260 J33243 --CJ5T Jack -Open 2 1 Job Reference o fional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:09:54 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-OvzXZ7zAPnMyxupa2DElr?looyLLEOIAZ8rux6yV W7B -b4-0 2-9-0 _ 5-0-0 1-4-0 2-9-0 2-3-0 il 2-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 10.0 Code FBC2014/rP12007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=150/Mechanical, 2=268/0-8-0, 5=27/Mechanical Max Horz 2=156(LC 8) Max Uplift 4=112(LC 8), 2=-186(LC 8) Max Grav 4=155(LC 13), 2=268(LC 1), 5=54(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:15.0 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.10 6 >600 240 MT20 244/190 Vert(TL) -0.16 6 >362 180 Horz(TL) 0.07 5 n/a n/a Weight: 20 lb FT = 0% BRACING - TOP CHORD Structural woad 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; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=112, 2=186. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Veft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101=015 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job 1 Truss Truss Type City Ply Groenwoldt ResJMain House T72194261 J33243 —EJ3 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:02 2017 Page 1 I D:kk25oUajgJM?dem3Y94 bzieny-9RSZFs4 BXF N pv6R7 WuNAAhMlxB6h6?j MOOnJDeyW IM3 -1-4-0 3-0-0 r 1-4, 3-0-0 Scale = 1:10.9 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-7 >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/TPI2007 Matrix -MP Weight: 12 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=61/Mechanical, 2=197/0-3-5, 4=32/Mechanical -Max Horz 2=111(LC 8) Max Uplift 3=50(LC 8), 2=167(LC 8), 4=-1(LC 5) Max Grav 3=63(LC 13), 2=197(LC 1), 4=49(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=1511t; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 3, 4 except (jt=lb) 2=167. ®WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, 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 Fast 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 Groenwoldt Res./Main House T12194262 J33243 -EJ5 Jack -Closed 10 1 Jab Reference o ticnal East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:19 2017 Page 1 ID:kk25oUajr8jJM?dem3Y94bzieny-9i_pgHsXTWPRkE00zAAMGZ7J1g6biislXPjJ9yVW1/ o -1-4-0 5.8-0 1-4, 5.8-0 2x3 11 3 2x4 = Scale=1:16.7 0-7-12 0-7-12 5-8-0 5-0-4 2x3 11 Plate Offsets (X Y)- f2:0-0-6 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) l/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.05 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(TL) -0.10 4-7 >642 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 25 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x6 SP No.2 REACTIONS. (lb/size) 2=282/0-1-8, 2=282/0-1-8, 4=192/0-8-0 Max Horz 2=167(LC 8) Max Uplift 2=-193(LC 8), 4=-119(LC 8) Max Grav 2=282(LC 1), 2=282(LC 1). 4=198(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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 C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=193, 4=119. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/1-7473 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jab 11, Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194263 J33243 —EJ7 Jack -Open 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, B.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:26 2017 Page 1 ID:kk25oUajgJM7dem3Y94bzieny-S3veH3MFtdOPnoGkwxop8lMDdsBZksfuv7ba3FyWW h 1 4-0 7-M 1 4-0 7-0-0 Scale=1:19.0 3X3 = 0-7-12 7-M 0-7-12 644 Plate Offsets (X.Y)— r2:0-1-2.Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.13 4-7 >628 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.27 4-7 >309 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 24 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) 2=0-1-8, 2=0-1-8. (lb) - Max Horz 2=201(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 3=-153(LC 8), 2=-212(LC 8) Max Grav All reactions 250 lb or less at joints) 3, 4 except 2=336(LC 1), 2=336(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 2, 2. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 4 except Qt=lb) 3=153, 2=212. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - 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 z• 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 10 Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194264 J33243 -EJ7T Jack -Open 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:33 2017 Page 1 ID:kk25oUajgJM?dem3Y94bzieny-IPgHISSeEmHQ7tI4gvRSwD8T?hVBtlgvAMoSpLyW a -1-4-0 2-9-0 7-M 1 4-0 2-9-0 4-3-0 2x3 = 2-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 TCDL 7.0 Lumber DOL 1.25 BC 0.87 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 WEBS 2x4'SP No.3 REACTIONS. (Ib/size) 4=1 6 1 /Mechanical, 2=340/0-8-0, 5=91/Mechanical Max Horz 2=201(LC 8) Max Uplift 4=-135(LC 8), 2=-211(LC 8), 5=-22(LC 8) Max Grav 4=165(LC 13), 2=340(LC 1), 5=114(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) Vdefl L/d Vert(LL) 0.22 6 >387 240 Vert(TL) -0.35 6 >239 180 Horz(TL) 0.14 5 n/a n/a Scale = 1:19.0 1�2 PLATES GRIP MT20 244/190 Weight: 26 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; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=135, 2=211. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312016 BEFORE USE. Design valid for use only with MITekG connectors. This design is based only upon parameters shown, 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 ipal, 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 Groenwoldt ResJMain House T12194265 J33243 -HJ3 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL - 34946, 1-10-10 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:39 2017 Page 1 ID:kk25oUajgJM7dem3Y94bzieny-aZBYOVWPpclZromEBAXs9UOc35iJHktoveFm07ywv U 4-2-3 4-2-3 4-2-3 AA-13 Scale=1:11.5 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 0.30 Vert(LL) -0.04 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.24 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MP Weight: 16lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=63/Mechanical, 2=201/0-3-15, 4=26/Mechanical Max Horz 2=111(LC 24) Max Uplift 3=41(LC 8), 2=172(LC 8) Max Grav 3=75(LC 28), 2=229(LC 28). 4=70(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc 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. NOTES- 1) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3 except (jt=lb) 2=172. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 lb up at 1-4-15, and 99 lb down and 59 lb up at 1-4-15 on top chord, and 42 lb down and 36 lb up at 1-4-15, and 42 lb down and 36 lb up at 1-4-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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, 4-5=-20 Concentrated Loads (lb) Vert: 8=117(F=59, 8=59) ®WARNING - Verfry design parameters and READ NOTES ON TMS AND INCLUDED MIrEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Groenwoldt Res./Main House T72194266 J33243 —HJ7 Diagonal Hip Girder 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:45 2017 Page 1 ID:kk25oUajr8jJM7dem3Y94bzieny-PjYpGZbAPSojZjDOXQeGPlecpWklhOXhHai5EeyWW O -1-10-10 5-2-9 9-10-1 1-10-10 5-2-9 4-7-8 Scale=1:21.4 3x4 11 2x4 = 34 = 5 5-2-9 4-7-8 Plate Offsets (X.Y)— 14:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) -0.06 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.08 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(TL) 0.01 6 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -MS Weight: 45 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-2-5 oc bracing. Mrrek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=128/Mechanical, 2=408/0-11-4, 6=310/Mechanical Max Horz 2=200(LC 7) Max Uplift 4=113(LC 5), 2=280(LC 8), 6=-132(LC 8) Max Grav 4=128(LC 1), 2=453(LC 28), 6=327(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=866/365 BOT CHORD 2-7=410/765, 6-7=-410/765 WEBS 3-6=761/381 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=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 4=113,2=280,6=132. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 lb up at 1-4-15, 99 lb down and 59 lb up at 1-4-15. 101 lb down and 65 lb up at 4-2-15, 101 lb down and 65 lb up at 4-2-15, and 131 lb down and 126 lb up at 7-0-14, and 131 lb down and 126 lb up at 7-0-14 on top chord, and 42 lb down and 36 lb up at 1-4-15, 42 lb down and 36 lb up at 1-4-15, 25 lb down and 9 lb up at 4-2-15, 25 lb down and 9 lb up at 4-2-15, and 43 lb down and 18 lb up at 7-0-14, and 43 lb down and 18 lb up at 7-0-14 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 ®WARNING - Verfly design parameters and READ NOTES ON TNIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use ontywith MITek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overallbuilding design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b T Truss Truss Type Qty Ply Groenwoldt Res./Main HouseT72194266 3243 rJ3 —HJ7 Diagonal Hip Girder 3 1 Job Reference D tional East Coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:45 2017 Page 2 I D:kk25oUajr8jJM?dem3Y94bzieny-PjYpGZbAPSojZjDOXQeGPlecpWkihOXhHai5EeyW W_0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=54, 5-8=20 Concentrated Loads (lb) Vert: 11=117(F=59, 8=59) 12=-0(F=-0, B=0) 13=78(F=39, B=-39) 15=-12(F=6, B=-6) 16=-59(F=-30, B=-30) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job } Truss Truss Type Qty Ply Groenwoldt Res./Main House T12194267 J33243 —HJ7T Diagonal Hip Girder 1 1 Job Reference (optional) East coast Truss, Ft. Pierce, FL - 34946, 8.130 s Sep ib 2u1 / MI I ex industnes, Inc. I nu UCt b U9a U:bu YU1 f rage 1 ID:kk25oUajgJM?dem3Y94bzieny-IgMiKGflD?Q?lU5LKzER6pLOfl(JTMfvQRsPsysyWW J 1-10-10 25-15 3 9-15 6.8-4 9-10-1 1-10-10 25-15 1-4, 2-10-5 3-1-13 3x8 = Jxb 11 1x4 II 2x4 = 2-5-15 2 -1 3-9-15 6 8� 9-10-1 25 15 0- -11 1-1' 2-10-5 3-1-13 Plate Offsets (X Y)— (2:0-2-8.0-1-81.f4:0-8-4.Edge1 F6:0-3-0 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 TCDL 7.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 ' Rep Stress [nor NO WB 0.30 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP No.2 *Except* 4-7: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 1-6-0 REACTIONS. (lb/size) 6=47/Mechanical, 8=396/Mechanical, 2=458/0-10-15 Max Horz 2=175(LC 5) Max Uplift 6=-55(LC 24), 8=-180(LC 5), 2=-275(LC 8) Max Grav 6=47(LC 1), 8=406(LC 30), 2=505(LC 28) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 4-15=-705/142, 4-5=1066/432 BOT CHORD 2-11=-146/430, 4-9=509/1004, 8-9=510/1009 WEBS 4-10=-276/97, 5-9=-13/261, 5-8=1070/516, 4-11=-280/833 Scale=1:22.5 3x4 11 DEFL. in floc) Udefl L/d PLATES GRIP Vert(LL) 0.23 10 >505 240 MT20 244/190 Vert(TL) -0.49 10 >235 180 Horz(TL) 0.18 8 n/a n/a Weight: 46 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 8-3-6 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; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 8=180, 2=275. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 99 lb down and 59 lb up at 1-4-16, 99 lb down and 59 lb up at 1-4-15, 130 lb down and 69 lb up at 4-2-15, 130 lb down and 69 lb up at 4-2-15, and 159 lb down and 137 lb up at 7-0-14, and 159 lb down and 137 lb up at 7-0-14 on top chord, and 42 lb down and 36 lb up at 1-4-15, 42 lb down and 36 Ito up at 1-4-15, and 18 lb down at 7-0-14, and 18 lb down at 7-0-14 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_ Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Wake connectors. This design is based only upon parameters shown, and is for an Individual building component, not MY a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk" always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSYTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. SafetyInformation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 b } Truss Truss Type MyPly Groenwoldt ResJMain House I T12194267 32433 rJ3 —HJ7T Diagonal Hip Girder 1 1 Job Reference o fional East Coast Truss, Ft. Pierce, FL - 34946, LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-6=54, 10-12=20, 4-7=-20 Concentrated Loads (Ib) Vert: 18=117(F=59, B=59) 19=-50(F=-25, B=-25) 20=146(F=73, B=-73) 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Oct 5 09:10:51 2017 Page 2 ID:kk25oUajr8jJM?dem3Y94bzieny-Esv5Xcgx IYsHegYuhlgfOuZPxfi568ZfW9PRIyWW I ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11111-7473 rev. 1010312016 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not pY■■ a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Was 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 Symbols PLATE LOCATION AND ORIENTATION 14_13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'l For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths Trawings not to scale) 2 3 TnP CHnpnt4 c1-2 C2-3 c� 4 WEBS OCL @@ U O H c -e c6-7 cs.s BOTTOM CHORDS 8 7 6 ® 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 altemative Tor I p bracing should be considered. X O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek � MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 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 ANSI/TPI 1 Quality Criteria.