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HomeMy WebLinkAboutTRUSSLumber design values arein accordance with ANSI/TPI 1 section 6.3 These trus4esigns rely on lumber values established by others. RE:- J34562 - J34562 GHO Lot 7 Spec.Residei Site Information: Customer Info: GHO Homes Project Name: S1 Lot/Block: 7 Subdi s Address: Lot 7 Meadow Wood City: Ft. Pierce State: Name Address and License # of Structural En Name: 1A, -e-Li,e ,'�J t-ee Address: //� 3 y .1aJ /Lvr,�cSy-, City: L- t o .3 yg0- General Truss Engine4ring Criteria & Design Loading Conditions): Design Code: FBC2014/TP12007 Wind Code: ASCE 7-10 [All HeighII Roof Load: 45.0 psf MiTek USA, Inc. 690mm4nnParke East Blvd. Residence Model: Avalon Classre' FL 33610 4115 on: Meadow Wood !er of Record, If there is one, for the building. License #: Spv t/ State: j"� Is (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20 8.1 Wind Speed: 160 mph Floor Load: N/A psf This package includes 63 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify hat 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# Truss Name Date No. Se I# Truss Name Date 1 T12082031 --CJ1 9/21/17 18 T12 82048 -HJ3 9/21/17 12 I T12082032] -CJ3 19/21/17 119 T12g82049 1-HJ7 19/21/17 I 3 1 T12082033 1 -CJ5 9/21/17 120 IT12 82050 -HJ16 9/21/17 4 1 T1.2082034 I -EJ2 9/21/17 121 1 T12 20820511 -HJ49 9/21/17 15 I T12082035 I -EJ3 19/21/17 122 I T12182052 I AO G 9/21/17 6 T12082036 -EJ5 9/21/17 123 T12 2082053 1 A02 9/21/17 7 I T12082037 I -EJ5A 19/21/17 124 I T12 82054 I A03 19/21/17 1 j 8 I T12082038 I -EJ5T 19/21/17 125 I T12082055 I A04 19/21/17 ' Y . T12082039 1 -EJ7 19/21/17 126 1 T12082056 1 A05 19/21/17 110 I T12082040 I -EJ16 19/21/17 127 T12082057 I A06 19/21/17 I }11 I T12082041 I -EJ49 19/21/17 128 I T12082058 I A07 19/21/17 I 112 I T12082042 1 -EJ49A 19/21/17 129 I T12 2082059 I A08 19/21/17 I 113 I T12082043 I -EJ75 19/21/17 130 I T12082060 I A09 19/21/17 114 I T12082044 I--EJ75A 19/21/17 131 I T12082061 I A10 19/21/17 I 15 T12082045 -EJ84 9/21/17 132 T12082062 A11 9/21/17 116 I T12082046 -EJ84A 9121/17 133 IT12082063IA12 9/21/17 117 I T12082047 I -HJ2 19/21/17 134 I T12082064 I A13 19/21/17 1 The truss drawing(s) referenced above have been pre MiTek USA, Inc. under my direct supervision based provided by East Coast Truss. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is Fe IMPORTANT NOTE: The seal on these truss component that the engineer named is licensed in the jurisdiction(s) identified designs comply with ANSI/TPI 1. These designs are based upon shown (e.g., loads, supports, dimensions, shapes and design cods given to MiTek. Any project specific information included is for M file reference purpose only, and was not taken into account in the these designs. MiTek has not independently verified the applicabi parameters or the designs for any particular building. Before use, should verify applicability of design parameters and properrlly�incon into the overall building design per NSUT 11, Chapter 2 ed by the parameters ary 28, 2019. signs is a certification d that the ,ameters which were Ws customers �paration of of the design building designer ate these designs 31,1U S, ENS r486.9 .' o ?�OF'O �,017 )10 S -.� AL Ji Julius Lee FE No.34869 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2017 Lee, Julius 1 of 2 41 RE: J34562 - J34562 GHO Lot 7 Spec. Site Information: Customer Info: GHO Homes Project Name: Lot/Block: 7 Su Address: Lot 7 Meadow Wood City: Ft. Pierce St, No. Seal# Truss Name Date 35 T12082065 1 Al � 9/21/17 36 T12082066 I A15 1 9/21/17 1 137 I T12082067 I A16 1 9/21/17 1 138 I T12082068 I A17 1 9/21117 139 J T12082069 J A18 1 9/21/17 140 I T1208207O I A19 1 9/21/17 141 I T12082071 I A20 1 9/21/17 1 142 1 T12082072 1 A21 1 9/21/17 143 1 T12082073 1 A22 1 9/21/17 144 1 T12082074 1 A23 1 9/21 /17 145 I T12082075 I A24 1 9/21/17 146 1 T12082076 1 A25 1 9/21 /17 1 147 1 T12082077 1 A26G 1 9/21/17 148 1 T12082078 1 BO1 G 9/21/17 149 1 T12082079 1 B02 9/21/17 150 1 T12082080 1 B03 9/21/17 151 � T12082081 J B04 1 9/21/17 152 1 T12082082 1 B056 1 9/21/17 153 1 T12082083 1 C01 G 1 9/21/17 154 1 T12082084 1 DO 9/21/17 155 1 T12082085 1 D02 9/21/17 156 1 T12082086 1 D03 9/21/17 157 1 T12082087 1 D04G 1 9/21/17 158 1 T12082088 1 MV2 1 9/21 /17 1 59 1 T12082089 1 MV2A 9/21/17 60 1T12082090 1 MV2B 1 9/21/17 161 1 T12082091 1 MV2C 19/21 /17 162 1 T12082092 1 MV2D 1 9/21/17 163 1 T12082093 1 MV4 1 9/21 /17 ce FL 2of2 Residence Model: Avalon Classic in: Meadow Wood jnb y, Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence T12082031 J34562 —CJ1 JACK -OPEN 18 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1-9-8 TRUSS DESIGNED FOR MWFRS ONLY, PER E.O.R. REQUEST. TYPICAL IN 3 1 8.13u s Sep 11 2u1I Mt I eK Industries, Inc. i nu Sep zi uu:U1:5b 2u1I rage 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-Me9_2zzP2agDZsLhEy1 AvnlpgOz9W Wupg5v4AVybS Wg -0-2-8 1-0-0 0-2-8 1-0-0 JOB.. 6.001112 2 1x4 II 3 4 0 Scale = 1:9.5 LOADING (pso 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) 0.00 10 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) 0.00 10 >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: 11 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. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-39/Mechanical, 2=340/0-8-0, 4=-67/Mechanical Max Horz 2=113(LC 9) Max Uplift 3=-39(LC 1), 2=-324(LC 9), 4=-69(LC 13) Max Grav 3=62(LC 9), 2=352(LC 13), 4=97(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOT&S- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BgDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances r rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these facto 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent Ith any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all yeas 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 with tanding 39 lb uplift at joint 3, 324 lb uplift at joint 2 and 69 lb uplift at joint 4. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design is based only upon parameters show 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, VP 22314. Tampa, FL 36610 Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082032 J34562 -CJ3 JACK -OPEN 6 1 Job Reference optional) East Coast I russ, Ft. Fierce, I-L :1994ti 1x4 II Ill 1-9-8 1x4 II 2 12 d.13U S Sep 11 ZUl / ivu I eK maustrles, Inc. I nu aep zl ud:u i:oo zm I rage -1 ID: FOzOEfHnMVNaUwbMujnL80yhM15-mCg7g_OIKV2oQJ4Gv5btXQwK4c_wjtdFM38knpybS Wd 3-0-0 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1,25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MP r LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD BOTCHORD 3 4 Scale = 1:14.6 cm 0 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% Structural wood sheathing directly applied or 3-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=64/Mechanical, 2=32810-8-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=-40(LC 5), 2=-277(LC 9), 4=-43(LC 5) Max Grav 3=71(LC 13), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho . NOTC9S- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these facto 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi�h 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 withs anding 40 lb uplift at joint 3, 277 lb uplift at joint 2 and 43 lb uplift at joint 4. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters show and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters a�d 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 is always required for stability and to prevent collapse with possible personal injury and property da+ge. For general guidance regarding the p p iTeiC° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII7PI1 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, JP 22314. Tampa, FL 36610 JAb Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082033 J34562 —CJ5 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 S.13U S Sep l l ZUl f MI I eK Inaustrles, Inc. I nu Sep zl ud:Uz:ui zul f rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-An WFJ02AdQQMHnprbD8a82Ygepx7wENi21 MPOBybSWa i -2-0-0 -0-2-8 5-0-0 1-9-8 -2 5-0-0 Scale = 1:19.5 3 6.00 12 M 0 m N ,A N 1x4 II 2 cn � 1 x4 I I !.� 6• 4 y QL 1 O 3x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.07 4-10 >880 240 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.07 4-10 >812 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING- TOPCHORD BOT CHORD PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=220(LC 9) Max Uplift 3=-99(LC 9), 2=-308(LC 9), 4=-77(LC 5) Max Grav 3=154(LC 13), 2=397(LC 1), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho vn. NOT@S- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC DL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exp se d ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factois. 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 alive load of 20.Opsf on the bottom chord in all reas 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 99 lb uplift at joint 3, 308 lb uplift at joint 2 and 77 lb uplift at joint 4. 7) This truss design requires that a minimum of 7116" structural wood sheathing be a plied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 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 darrf age. 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, VP 22314. Tampa, FL 36610 .jib Tmss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082034 J34562 —EJ2 JACK -OPEN 2 1 Job Reference o tional East Coast I fuss, Ft. Pierce, rL'34846 LOADING (PSG) TCLL 20.0 TCDL 15.0 BCLL 0.0 " BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 �l 0 0 ts.13U s bep i l zul I MI I etc Inausines, Inc. I nu bep zl uv:Uz:Ub zul f rage "I I D:FOzOEfHnMVNaUwbMujnL80yhM15-XIJ8Mk6JSy3fNYhpNmklr6Fh3giFbVcRCJ493MybSW V 2-1-4 2-1-4 Scale = 1:12.3 3 6.00 12 M_ N d 1x4 II 2 �` 4 1x4 12x4 = o SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 10 >999 240 Lumber DOL 1.25 BC 0.14 Vert(TL) 0.00 10 >999 180 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a Code FBC2014ffP12007 Matrix -MP PLATES GRIP MT20 2441190 Weight: 14 lb FT =,0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=26/Mechanical, 2=310/0-8-0, 4=-7/Mechanical Max Horz 2=141(LC 9) Max Uplift 3=-15(LC 5), 2=239(LC 9), 4=-7(LC 1) Max Grav 3=35(LC 13), 2=319(LC 13), 4=40(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTGS- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 factor . 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 15 lb uplift at joint 3, 239 lb uplift at joint 2 and 7 lb uplift at joint 4. ®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 acid properly Incorporate this design into the overall so building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membe s 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 ��b R Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082035 J34562 -EJ3 JACK -OPEN 4 1 Job Reference (optional) Last coast I russ, Ft. Pierce, FL 34u4b ti.13u s Sep i i 201 / Iwt1 ek Industries, inc. Thu Sep 21 09:02:09 20i r rage i I D: FOzOEfHnMV NaUwbMujnL80yhM15-xK?H_18BItREE?QO3vlSTktCl2kUosLtuHlgghybS WS -2-0-0 - -2- 3-0-0 1-9-8 -2-8 3-0-0 Scale = 1:14.6 3 6.00 12 of rn 0 0 • o 1x4 I 2 0 4 1x4 11 I� N 2x4 0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-3-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=-40(LC 5), 2=-277(LC 9), 4=-43(LC 5) Max Grav 3=71(LC 13), 2=328(LC 1), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show NOTGS- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCf Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right expo. left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all ai will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withs 2 and 43 lb uplift at joint 4. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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. =3.Opsf; h=16ft; 13=60ft; L=449ft; eave=46ft; I ; end vertical left and right exposed; porch any other live loads. Is where a rectangle 3-6-0 tall by 2-0-0 wide 40 Ib uplift at joint 3, 277 lb uplift at joint ,. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010712015 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 membeis only. Additional temporary and permanent bracing MiTeic� is always required for stability and to prevent collapse with possible personal injury and property dam ge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSII PI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Vb 3 Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence T12082036 J34562 —EJ5 JACK -OPEN 35 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:0Z:18 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-A32htgFrdeZypOc64lyZLelkMgk5PwaCyA oUfybSWJ -2-0.0 0-2-8 5-0-0 1-9.8 -2• 5-0-0 0 'I 0 1x4 II 1 / LOADING (PSI TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 6.00 1X4 II 2 � G 2x4 = SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TC 0.53 Lumber DOL 1.25 BC 0.40 Rep Stress Incr YES WE 0.00 Code FBC2014/TP12007 Matrix -AS 3 4 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.02 4-10 >999 240 MT20 2441190 Vert(TL) -0.07 4-10 >812 180 Horz(TL) 0.00 3 n/a n/a BRACING - TOP CHORD BOT CHORD Scale = 1:19.5 Weight: 23 lb FT = 0% Structural wood sheathing directly applied Rigid ceiling directly applied. MiTek recommends that Stabilizers and required, cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=220(LC 9) Max Uplift 3=-83(LC 9), 2=211(LC 9) Max Grav 3=166(LC 13), 2=41 O(LC 13), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTfvS- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expo ed ; 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 o rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factor. 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 a eas 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 withs anding 83 lb uplift at joint 3 and 211 lb uplift at joint 2. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be apr lied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. i -- 'A WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEgENCE PAGE MII-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 �'�__ q � a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing B is always required for stability and to prevent collapse with possible personal injury and property damabe. For general guidance regarding the A� 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 F2314. Tampa, FL 36610 r aob Truss Truss Type Qty Ply GHO Lot 7 Spec.Residence IJ34562 T12062037 J34562 -EJ5A HALF HIP SUPPORTED 2 1 i Job Reference o tional east coast muss, M. Marco, I-L 3494b t3.73U s sap 7 2u1 r MI I eK moustnes, Inc. I nu sep Zl 7l:ZD:Ub 2u1 rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-7t_okEfVE7g_? WvrhvKigCb7J63xuiekpPvowbybRlf -2-0-0 - -2 4-0-12 5-0-0 1-9-8 2 4-0-12 0-11-4 5 62x4 II Scale =1:15.3 1x4 II 4x4 4 0 3x4 i 3 6 N 6.00 12 1x4 II 2 d 1x4 II 3x4 = a 9 8 7 1 4x4 = 0 1x4 II 1x4 II 2x4 II 4-0-12 5-0-0 4-0-12 0-11 4 Plate Offsets X,Y - 1:0-24,0-0-8 , 2:0-0-8,0-1-8 , 2:0-3-8,Ed e LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.07 Vert(TL) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.02 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-P Weight: 30 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 'Except' MiTek recommends that Stabilizers and required cross bracing 1-10: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. All bearings 5-0-0. (lb) - Max Horz 2=150(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 7, 9, 8 except 2=238( C 8) Max Grav All reactions 250 lb or less at joint(s) 7, 9, 8 except 2=3 8(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. W NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed tb wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per AN I/TPI 1. 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 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 al areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7, 9, 8 except (jt=lb) 2=238. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1.7473 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 arld 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 damge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see gNSlfrPll Ouallty 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 J+ob Truss Truss Type Oty Ply J34562 GHO Lot 7 Spec.Residence T12082038 J34562 —EJ5T JACK -OPEN 7 1 Job Reference o tional Fast Goast I russ, F[. merce, FL 3494U 1-9-8 6.00 1x4 II 2 d 1x4 11 6 6 1x I I n 6• N 1 � xd = o.IJV s oep it LV t l ivn I eK Irmubuleb, Irlu. I Ilu oep L I UV.uZ.L9 4u t I rdye 1 1 D:ACzXF5ZNyEa_pN09dnkZfEyGOD2-?DPy8tKcCUK6YJ3GRY3zaN. j75gfpef4K6R6iJybSWD 2-8-0 5-0-0 2-8-0 21-0 6 1X4 11 4 5 Scale = 1:19.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.70 Vert(LL) 0.08 6 >782 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25. BC 0.19 Vert(TL) -0.17 6 >351 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.08 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 25 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. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 4=168/Mechanical, 2=401/0-8-0, 5=28/Mechanical Max Horz 2=220(LC 9) Max Uplift 4=-80(LC 9), 2=-210(LC 9) Max Grav 4=200(LC 13), 2=414(LC 13), 5=55(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTIiS- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of with 5tanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=210. 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 -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shownI and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters a d properly incorporate this design into the overall Iva I' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord memo. s only. Additional temporary and permanent bracing ivi iTek� is always required for stability and to prevent collapse with possible personal injury and property dam ge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI 11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Al.ndria, V 22314. Tampa, FL 36610 Jib Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence T12082039 J34562 —EJ7 JACK -OPEN 2 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 S.13U S Sep 11 2ul f MI I eK Inausines, inc. I nu Sep zl uv:Uz:Zd zul / rage 1 I D:FOzOEfHnM VNaUwbMujnL80yhM15-u_eTzFN6GigXOwN1 gO7vkl9Qsi1 DIS2gFkPKr4ybSW9 �2-0-0 - 2 7-0-0 1-9-8 0-2- 7-0-0 Scale: 1/2"=1' 3 6.o0 12 m 1x4 II 2 a II c s d 4 SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.10 4-10 >874 240 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.30 4-10 >278 180 Rep Stress Incr YES WE 0.00 Horz(TL) 0.01 3 n/a n/a Code FBC2014/rP12007 Matrix -AS PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=274(LC 9) Max Uplift 3=-133(LC 9), 2=-218(LC 9) ' Max Grav 3=250(LC 13), 2=495(LC 13), 4=125(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOT&S- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent vliith any other live loads. 4) "This truss has been designed for alive load of 20.Opsf on the bottom chord in all reas 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) 3=133, 2=218. 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. 1 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFS ENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters an J properly incorporate this design into the overall � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal Injury and property dam ge. For general guidance regarding the piTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIIT II 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, V122314. Tampa, FL 36610 J: b Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082040 J34562 -EJ16 JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 d.I 30 s Sep 11 20W Mi I ek Indusines, Inc. Thu Sep 21 09:02:03 2017 rage I ID:FOzOEfHnMVNaUwbMujnL80yhM15-7AeOki4R91h4W4yEieB2ETdApdg?08s VLrVS1ybSWY -2-0-0 -2-8 1-6-0 1-9-8 0-2-8 1-6-0 Scale = 1:10.8 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, 3 AT BEARINGS TO RESIST N AX. UPLIFT AND MAX HORZ. REACTIO S SPECIFIED BELOW. 6.00 12 d 1x4 II 2 6 2x4 = 1x4 II N 1 0 4 1-6-0 1-6-0 Plate Offsets (X,Y)-- [1:0-2-4,0-0-81[2:0-1-8,0-1-01 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) -0.00 10 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -MP Weight: 12 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 1-6-0 cc purlins Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=278/Mechanical, 4=0/Mechanical Max Horz 3=593(LC 1), 4=634(LC 9) Max Uplift 3=-180(LC 9) Max Grav 3=278(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=542/652 BOT CHORD 2-4=-596/634 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 of rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent v3ith any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord,in all Jreas 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 180 lb uplift at joint 3. ® 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 a d properly incorporate this design Into the overall �i��` iTek� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membe only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property dam ge. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/Tp11 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 JQb . Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T72082041 J34562 -EJ49 JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOADING (PSI TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 tx4 II 0 u.13u s Sep 11 zui / MI I eK Inaustnes, Inc. I nu Sep z1 uv:uz:1z zui / rage 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-MvhQcnB41 opp5T8ykl r95NVjtFiR?C5JaFXUHOybSWP ,2-0-0 - -2- 4-9-0 1-9-8 -2- 4-9-0 Scale = 1:18.9 3 rr 6.00 12 0 h N 1X4 II 2 6 ti 4 6• 6• N O 2x4 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.06 4-10 >970 180 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a Code FBC2014/TPI2007 Matrix -AS PLATES GRIP MT20 244/190 Weight: 22 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=129/Mechanical, 2=387/0-8-0, 4=50/Mechanical Max Horz 2=213(LC 9) Max Uplift 3=-77(LC 9), 2=211(LC 9) Max Grav 3=155(LC 13), 2=400(LC 13), 4=83(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shom n. NOT9rS- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 oi rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factor . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w th any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all a eas 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 77 lb uplift at joint 3 and 211 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 -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/07/2015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, ,land 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 dama�e. 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 JQb y Truss _ Truss Type Qly Ply J34562 GHO Lot 7 Spec.Residence T12082042 J34562 —EJ49A JACK -OPEN TRUSS 3 1 ' Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1 d• 2x3 = 6.13U s Sep 11 2U17 MI I ek Industries, Inc. I nu Sep 21 U9:U2:14 2U1 / Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-IHoA1 TCKZP3WLmILrStdAoa3E3N Wi6bcl YObLuybSWN 4-9-0 4-9-0 2 Scale = 1:16.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.04 3-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.08 3-6 >723 180 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: 15 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. (lb/size) 1=211/0-8-0, 2=146/Mechanical, 3=65/Mechanical Max Horz 1=127(LC 9) Max Upliff 1=-38(LC 9), 2=-96(LC 9). 3=-8(LC 9) Max Grav 1=220(LC 13), 2=172(LC 13), 3=89(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when NOTES- 1) Wffiid: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expo ed ; 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 cii rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factowr. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 'th any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all a�eas 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 38 lb uplift at joint 1, 96 lb uplift at joint 2 and 8 lb uplift at joint 3. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be ap lied 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 110I.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 an properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and, or chard member only. Additional temporary and permanent bracing MITe�• is always required for stability and to prevent collapse with possible personal injury and property dama e. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 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, VAI22314. Tampa, FL 36610 Jpb Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082043 J34562 -EJ75 JACK -OPEN GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 6.130 s Sep 11 20i / M1 I ek Inausiries, Inc. Thu Sep 2 i 09:02:3.1 201I Page l I D: FOzOEfHnM V NaUwb MujnL80yhM154ZKbcHP?ZdC6tO5cLW hd M N nzKv88ynA6yi d_S PybS W6 -2-0-0 - -2- 2-1-4 7-5-0 1-9-8 -2- 2-1-4 5-3-12 Scale = 1:18.6 4x4 = 5x5 = 3 4 5 6.00 12 1x4 II 2 6. 3x4 1x4 II 4,4 = 1x4 II N 1 � 4x6 I I o � 2 I I 1x4 II 1x4 II O-B-0 1-6-0 2-1-4 7-5-0 1 0-8-0 0-10-o 0-7-4 5-3-12 Plate Offsets (X,Y)- [1:0-2-4,0-0-8],[2:0-2-0,0-0-2],[2:0-1-0,0-9-3j,[4:0-1-8,0-2-12] LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=59710-8-0, 4=187/Mechanical, 6=51/Mechanical Max Horz 2=144(LC 9) Max Uplift 2=-368(LC 9). 4=-115(LC 5) Max Grav 2=686(LC 36), 4=216(LC 18), 6=86(LC 3) FOR QES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when show . TOP CHORD 2-3=-378/121, 3-4=-341/107 BOT CHORD 2-7=115/315 WEBS 4-7=110/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 withs anding 100 lb uplift at joint(s) except (jt=lb) 2=368, 4=115. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not Ixceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 84 lb down and 35 lb up at 2-1-4 on top chord, and 178 lb down and 98 lb up at 2-1-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 3-4=-70, 4-5=-30, 6-14=-20 Continued on page 2 ® 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 Welk' always required for stability and to prevent collapse with possible personal injury and property dama e. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see gNSI/TP 1 quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082043 J34562 -EJ75 JACK -OPEN GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 7=-40(B) 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 21 09:02:31 2017 Page 2 I D:FOzOEfHnMVNaUwbMujnL80yhM15-IZKbcHP?ZdC6tO5cLWhdMNnzKv88ynA6yid_SPybSW6 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/02/2015 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 dropedy 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 ANSI1TPI11 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 Jib x Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082044 J34562 -EJ75A JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-C 1-9-8 012-8 1-5-8 0 6.00 12 3x4 3 1x4 II 2 2x4 3x6 II 6.13U s bep 11 zui I NII I etc Inoustnes, Inc. I nu oep z"I Uy:uz:dO zu i / rage -t I D:FOzOEfHnMVNaUwbMujnL80yhM15-BKa6ReSVdsjYM?PNaMIZXDyiRWz?uYeisKbCbAybSW2 3-8-7 -147-5-0 1.4-7 4-1 3-3-12 MEN 11 10 1x4 II 1x4 ll 4x4 = 3x4 = 4 5 6 cn N 8 x8 — x4 11 1417 c ( 1x4 II 1x4 II Scale = 1:22.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.01 21 >999 240 WO 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) -0.01 7-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.27 Horz(TL) 0.00 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 57 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 7-8 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection, in accordance with Stabilizer Left: 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 6=205/Mechanical, 2=574/0-8-0, 7=27/Mechanical Max Horz 2=198(LC 9) Max Uplift 6=-95(LC 5), 2=294(LC 9) Max Grav 6=205(LC 1), 2=594(LC 13), 7=51(LC 3) FORQES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 2-3=-346/253 BOT CHORD 2-12=-254/254 WEBS 3-12=-329/227, 3-8=-252/357 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=9.Opsf; BCD=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit i any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 2=294. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be appl�ed 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 117I1.7473 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 .L•.�rYt3q a truss system. Before use, the building designer must verify the applicability of design parameters and eropedy incorporate this design into the overall WOW building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V�iTek• is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI7 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 Jeb i Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082045 J34562 -EJ84 JACK -OPEN GIRDER 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:02:39 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-35pdHOVOg5Dzrcj9pCgVh36J68g2qPF1 nxZPkxybSW -2-0-0 - -2- 1-&-0 5-6-0 8-4-0 1-9-8 -2- 1-6-0 4-0-0 2-10-0 Scale = 1:20.6 5 4x4 = 4x4 = 3 6.00 12 w N (h 1x4 II 2 M rI 1x4 II _ E 4x — 66- 8 1x4 II 7 1x4 II 1 x4 II 1x4 11 0 4 Ili 4x = x8 I I 6 1x4 II 1x4 II 0-8-0 1-6-0 -9 5-6-0 B-4-0 HID 0--10-0 -3 3-8-8 2-10-0 Plate Offsets X,Y -- 1:0-2-4 0-0-8 2:0-2-0 0-0-2 2:0-0-4,Ed a 6:0-1-4,0-2-0 LOADING (pso SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.09 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.71 Vert(TL) -0.16 7 >635 180 BCLL 0.0 Rep Stress Incr NO WB 0.10 Horz(TL) -0.11 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix -MS Weight: 52 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer WEDGE Installation guide. Left: 2x4 SP No.3 REACTIONS. (lb/size) 5=1 08/Mechan ical, 2=705/0-8-0, 6=181/Mechanical Max Horz 2=202(LC 33) Max Uplift 5=-73(LC 33), 2=-619(LC 9), 6=-74(LC 5) Max Grav 5=131(LC 13), 2=886(LC 36), 6=195(LC 36) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when she TOP CHORD 2-3=-563/259, 3-4=-461/220 BOT CHORD 2-8=-255/404, 7-8=-274/441, 6-7=-278/447 WEBS 4-6=-465/289 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=9.Opsf; B1 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exr DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all 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 witl 2=619. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support con 1-6-0 on bottom chord. The design/selection of such connection device(s) is the n 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as f LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=70, 34=40, 4-5=-70, 6-16=-20 Concentrated Loads (lb) Vert: 8=-105(F) 3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; ; end vertical left and right exposed; Lumber any other live loads. Is where a rectangle 3-6-0 tall by 2-0-0 wide iding 100 lb uplift at joint(s) 5, 6 except (jt=lb) rated load(s) 335 lb down and 382 lb up at ,risibility of others. (F) or back (B). 0 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. ■! Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, arld 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 onnly. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damag 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 2 314. Tampa, FL 36610 JO 0 Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082046 J34562 —EJ84A JACK -OPEN 2 1 Job Reference. o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 -2 3-6-0 1-9-8 -2- 3-6-0 6.00 12 U4 I I 2 c 1x4 II 3x4 = B 10 II 6 g 1 3x8 I I 8.130 s Sep 11 2017 MiTek Industries, Inc. I hu Sep 21 09:02:42 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-TgVlv1 YuzObYi4RjU KNCJikrSLtG1 nrkTvo3JGybSVx 7-6-0 8-4 4-0-0 0-10-0 4x4 = 5x5 = 5 3 / 8 7 1x4 II 1x4 II 1x4 II Scale = 1:20.6 Plate Offsets (X,Y)-- [1:0-2-4,0-0-81,[2:0-1-12,0-0-21,[2:0-0-4,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.18 7-8 >557 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.32 7-8 >313 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 Horz(TL) 0.13 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 51 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEDGE Left: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide., REACTIONS. (lb/size) 5=193/Mechanical, 2=608/0-8-0, 6=87/Mechanical • Max Horz 2=202(LC 9) Max Uplift 5=-68(LC 5), 2=-303(LC 9), 6=-46(LC 9) Max Grav 5=197(LC 13), 2=620(LC 13), 6=88(LC 17) FORCr,ES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCD =3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expos d ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all are as 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, 6 except (jt=lb) 2=303. 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 Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and PAGE Mll-7473 rev. 1010312015 BEFORE USE. is for an individual building component, not• ■■ a truss system. Before use, the building designer must verify the applicability of design parameters and p(opedy incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members o9ly. is Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and properly damage fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. For general guidance regarding the Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Tampa, FL 36610 i Job TruSS Truss Type Qty Ply GHO Lot 7 Spec.Residence �J34562 T12082047 J34562 -HJ2 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) test coast I russ, m. Ylerce, I-L 34946 2-7-11 n.izu s Sep 1 2u1 / MI I eK mduslnes, mc. I nu bep Bi 11:3/:JU LU7 / Yage i ID:FOzOEfHnMVNaUwbMujnL80yhM15-pT1 sfntUnFgtQcAHKx?Pju8NvG6NQKw1 zU7fQybR61 { 2-10-15 2-10-15 Scale = 1:14.5 4 5 2x4 I I 4.24 12 12 x4 11 3 0' 6 2x4 = 7 t1° �• m 1 2 = d 2x4 116 2-10-15 2-10-155 LOADING (pso 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 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(TL) 0.00 11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.04 Horz(TL) -0.00 3 n/a Na BCDL 10.0 Code FBC2014/TPI2007 Matrix -MP Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 7=47/Mechanical, 3=289/0-8-0, 8=0/Mechanical Max Horz 3=227(LC 13), 8=-255(LC 13) • Max Uplift 7=-75(LC 14), 3=-184(LC 9) Max Grav 7=49(LC 3), 3=289(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho I TOP CHORD 1-2=-114/291, 2-3=-1001297 WEBS 1-8=255/122 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCIJ 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all a� fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withst joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support conc at 1-3-15, and 4 lb down and 34 lb up at 2-10-15 on top chord, and 2 lb down and design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fro LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-4=-70, 4-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 12=1 15(F=58, B=58) =3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. id vertical left and right exposed; Lumber any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide will anding 75 lb uplift at joint 7 and 184 lb uplift at ntrated load(s) 129 lb up at 1-3-15, and 129 lb up 4 lb up at 2-10-15 on bottom chord. The it (F) or back (B). ®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 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 MITe�• is always required for stability and to prevent collapse with possible personal injury and property damagel For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ,Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Tampa, FL 36610 0b T(USS Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082048 J34562 —HJ3 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) test coast i russ, rt. merce, rt. aaaau o. rousaep izuirrvnie mousmes,mc, inuae 1.ao.vr luir gel ID:FOzOEfHnMVNaUwbMujnL80yhM15-eR_QdHZEMmsnINOF9PXmWw?4 akH6wH8Koe9dybR5s 4-2-3 2-7-11 0 -4 4-2-3 4.24 12 3x4 4 3xs II 1x4 II 2 2x4 = rn � 0 1 x6 I o 2 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.01 12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(TL) 0.03 8-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SLIDER Left 2x4 SP No.2 1-6-0 REACTIONS. (lb/size) 8=74/Mechanical, 3=268/0-3-8, 9=0/Mechanical Max Horz 3=289(LC 14), 9=-300(LC 13) Max Uplift 8=-154(LC 9), 3=-329(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 1-2=88/328, 2-3=-75/344, 3-5=-79/510 WEts 1-9=300/95 NOTES- 1) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC[ II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all a fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withs joint 3. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support cons at 1-3-15 on top chord, and 75 lb up at 1-3-15, and 75 lb Up at 1-3-15 on bottom cl device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as frc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-5=-70, 5-6=-30, 7-10=-20 Concentrated Loads (lb) Vert: 11=115(F=58, B=58) 12=105(F=52, B=52) Scale = 1:16.6 5 6 2x4 Ili 8 7 2x4 II PLATES GRIP MT20 244/190 Weight: 26 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-3 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. .Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. vertical left and right exposed; porch left and any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide will Ig 154 lb uplift at joint 8 and 329 lb uplift at :d load(s) 131 lb up at 1-3-15, and 131 lb up The design/selection of such connection ' t (F) or back (B). ®WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage.) For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ob Truss Truss Type Qty Ply GHO Lot 7 Spec. Residence IJ34562 T12082049 J34562 —HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s 5ep 1 201 / MI I eK Industries, Inc. I hu Sep 21 11:39:39 2017 Page 1 I D:FOzOEfH n M V NaUwb Mujn L80yh M 15-7 R74Y3Br6kP P_N?ECKTzdu9ya D GfTZ2x5Q00?cybR52 -2-9-15-0r214- 5-1-9 - ' 9-10-1 , 2-7-11 2X4 = 0 1� WOME 4x4 = 17 4.24 12 3x4 4 i 16 4-8-8 2x4 11 Scale = 1:27.1 5 6 19 9 20 8 0 1X4 11 7 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.06 8-9 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(TL) -0.06 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(TL) -0.01 8 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 54 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-11-8 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. I REACTIONS. (lb/size) 3=480/0-10-15, 8=498/Mechanical, 10=0/Mechanical Max Horz 3=41O(LC 14), 10=-309(LC 13) Max Uplift 3=-513(LC 9), 8=-407(LC 9) Max Grav 3=480(LC 1), 8=498(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shovin. TORCHORD 1-2=49/337, 2-3=-35/348, 3-4=-707/655 BOT CHORD 3-9=-646/631, 8-9=-646/631 WEBS 4-8=-644/696, 1 -11 =-309/53, 10-11=-309/53 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi h any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 3 and 407 lb uplift at joint 8. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support conce trated load(s) 131 lb up at 1-3-15, 131 lb up at 1-3-15, 5 lb down and 84 lb up at 4-1-14, 5 lb down and 84 lb up at 4-1-14, and 39 Ip down and 162 lb up at 6-11-13, and 39 lb down and 162 lb up at 6-11-13 on top chord, and 89 lb up at 1-3-15, 89 lb up at 1-3-15, 53 lb up at 4-1-14, 53 lb up at 4-1-14, and 31 lb down and 93 lb up at 6-11-13, and 31 lb down and 93 lb up at 6-11-13 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 fro t (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-5=-70, 5-6=-30, 7-12=-20 Concentrated Loads (lb) Vert: 15=1 15(F=58, B=58) 17=-79(F=-39, B=-39) 18=1 05(F=52, B=52) 19=6(F=3, B=3) 20=-51 (F=-25, B=-25) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Welk' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i' iTek• is always required for stability and to prevent collapse with possible personal injury and property damage.) For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ' Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence �'I,o'b T12082050 562 —HJ16 DIAGONAL HIP GIRDER 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 1 2x4 = 2-7-11 "J."" 5 SaFF i 2ul r Mi i eK industries, inc. I nu sep zi 11:41::50 2ul i rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-km7wujbcnN l xvBsX?iY9KLzgTzuee5yOmTVX3uybR3E 2- 2-0-11 -242-0-11 4.24 12 1x4 II 3 2 7 3x6 II Scale = 1:13.0 4 11 d A Q° 5 3x8 = o -0.1.2 24 . 0-1- 2-0-11 a1-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) -0.00 10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(TL) 0.01 10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.02 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MP Weight: 16 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 1-6: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=357/0-8-0, 5=13/Mechanical, 6=0/Mechanical Max Horz 3=288(LC 1), 6=-288(LC 1) Max Uplift 3=-170(LC 9). 5=-84(LC 14) Max Grav 3=357(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sho TOP CHORD 1-2=150/339, 2-3=-153/356 BOTr CHORD 1-7=288/146, 6-7=-288/146 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCC II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all at fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5), Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withsi joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support conce at 1-3-15 on top chord. The design/selection of such connection device(s) is the re: 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fro LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 5-8=-20, 1-6=-20 Concentrated Loads (lb) Vert: 11 =95(F=47, B=47) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-11 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 quide. =3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. id vertical left and right exposed; Lumber any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide will ending 170 lb uplift at joint 3 and 84 lb uplift at prated load(s) 108 lb up at 1-3-15, and 108 lb up )onsibility of others. t (F) or back (B). ® 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, am!] is for an individual building component, not ° a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.) For general guidance regarding the n A iTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and Bost Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Lot 7 SpeaResidenceT12082051 [34562 J34562 —HJ49 DIAGONAL HIP GIRDER 1 1ob Reference (optional) tast coast i russ, rt. rrerce, rL ovngo 1 2x4 = 2-7-11 ID:FOzOEfHnMVNaUwbMujnL80ytiMl5-RVJ_haKtQ7jIa i 8TI6?6�2;sRfK?oSmFirybR2H 3-6-8 6-7-14 3-6-8 3-1-6 3x4 r- Scale = 1:21.6 4 5 4.24 12 14 13 1x4 II 3 2 6 E 15 l T 0 16 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.08 7-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(TL) 0.08 7-12 >906 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.00 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=383/Mechanical, 3=331/0-10-15, 8=0/Mechanical Max Horz 3=370(LC 14), 8=-324(LC 13) Max Uplift 7=-261(LC 9), 3=-378(LC 9) Max Grav 7=383(LC 1), 3=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 1-2=0/350, 2-3=0/361, 4-7=-268/173 WEBS 1-9=-324/0, 8-9=-324/0 7 6 3x4 = PLATES GRIP MT20 244/190 Weight: 33 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCQL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all a eas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withs anding 261 lb uplift at joint 7 and 378 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support conc ntrated load(s) 131 lb up at 1-3-15, 131 lb up at 1-3-15, 5 lb down and 84 lb up at 4-1-14, and 5 lb down and 84 lb up at 4-1-14, and 101 lb down and 130 lb up at 6-7-14 on top chord, and 89 lb up at 1-3-15, 89 lb up at 1-3-15, 53 lb up at 4-1-14, and 53 lb up at 4-1-14, and 61 lb down and 22 lb up at 6-7-14 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 froht (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=-70, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 4=-101 (B) 7=-51(B) 13=1 15(F=58, B=58) 15=1 05(F=52, B=52) 16=6(F=3,B=3) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERE�CE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and pfoperty incorporate this design Into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members o ly. Additional temporary and permanent tiracing. A ITe�• is always required for stability and to prevent collapse with possible personal injury and property tlamage� 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 27i314. Tampa, FL 36610 Jib Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence T12082052 J34562 A01G HALF HIP TRUSS 1 1 Job Reference o lional East Coast -I russ, I-t. Fierce, FL 34946 8.l6U s Sep 11 ZU1 t MI I ek Inaustrles, Inc. I nu w Z1 uv:w:u4 ZU1 t rage 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-gvg4XZphomMQLS7ynynMCKfXCDIjBW zXK7E5?ybSVb -2-0.12 0.11- 6-11-12 12-10.6 18-9-4 25.7-5 32-5-7 39-7-4 2-0�� 6-0-8 5-10-12 5-10-12 6-10-1 6-10.1 7-1-13 Scale = 1:71.5 6.00 12 4x8 M18SHS = 5x5 = 5x5 4x8 = 4x6 = 2x4 II 6x6 = 3x4 = 4x10 = 2 3 27 28 29 430 31 32 33 5 34 6 35 7 36 37 38 839 40 41 42 43 9 44 45 46 10 47 T y1 0 ID 6 2 d 18 21 19 49 50 51 20 52 53 54 2x4 25 24 48 2x4 II 4x6 = 4x4 = 16 15 14 57 12 11 84 3x6 11 I I = x12 _ 55 56 58 13 59 = 60 61 62 63 3x6 11 2x4 5x5 I 3x4 4x6 = 48 = 3x6 = 6x10 = 6x8 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 TCDL 15.0 Lumber DOL 1.25 BC 0.98 BCLL 0.0 ' Rep Stress Incr NO WB 0.96 BCDL 10.0 Code FBC20141TP12007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.1 'Except' 1-3: 2x4 SP No.2, 6-8: 2x4 SP 2850F 1.8E BOT CHORD 2x4 SP No.2 'Except' 13-16: 2x4 SP 285OF 1.8E, 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 10-1 1,2-25,15-16:2x6 SP No.2, 7-15: 2x8 SP No.2 DEFL, in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.2619-21 >848 240 MT20 244/190 Vert(TL) -0.55 19-21 >406 180 M18SHS 244/190 Horz(TL) 0.16 11 n/a n/a Weight: 220 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-6-4 oc bracing. WEBS 1 Row at midpt 8-15, 4-23 2 Rows at 1/3 pts 5-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 11=1321/Mechanical, 25=1281/0-7-4, 15=3179/0-3-8 Max Horz 25=215(LC 9) Max Uplift 11=-463(LC 5), 25=-540(LC 9), 15=-1135(LC 9) Max Grav 11=1379(LC 27), 25=1322(LC 25), 15=3302(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=773/358, 3-4=-725/318, 4-5=-1850/670, 5-7=-851/2382, 7-8=-478 1338, 8-9=-1774/605, 9-10=-2398/811, 10-11=-1225/498, 25-26=-1278/561,-26=-1413/590 BOT CHORD 22-23=-1126/3022, 21-22=-1126/3022, 19-21=-1117/3053, 18-19=-670/1850, 17-18=-669/1848,14-15=-605/1773,12-14=-811/2398 WEBS 15-17=-18401770, 7-17=-749/404, 3-23=-273/242, 2-23=-379/1244, 4-21=0/298, 5-19=-40/434, 4-19=-1240/460, 5-17=-4355/1566, 10-12=-817/2415, 8 15=-3316/1127, 9-12=-546/365, 8-14=0/587, 9-14=-669/232, 4-23=-2412/886 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDLr-3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;end vertical left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areAs where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 11=463, 25=540, 15=1135. Continued on page 2 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE, • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. I For general guidance regarding the MiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22114. Tampa, FL 36610 Jjb A Truss Qty Ply J34562 GHO Lot 7 Spec.Residence �TrussType T12082052 J34562 A01G HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34W NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support conc( 3-0-12, 192 lb down and 112 lb up at 5-0-12, 192 lb down and 112 lb up at 7-0-12, down and 112 lb up at 13-0-12, 192 lb down and 112 lb up at 15-0-12, 162 lb down lb up at 21-0-12, 162 lb down and 115 lb up at 23-0-12, 162 lb down and 115 lb up 29-0-12, 162 lb down and 115 lb up at 31-0-12, 162 lb down and 115 lb up at 33-0- and 149 lb down and 104 lb up at 39-0-12 on top chord, and 54 lb down at 2-0-12, 9-0-12, 22 lb down at 11-0-12, 22 lb down at 13-0-12, 22 lb down at 15-0-12, 54 lb , 54 lb down at 25-0-12, 54 lb down at 27-0-12, 54 lb down at 29-0-12, 54 lb down and 61 lb down at 39-0-12 on bottom chord. The design/selection of such connectil 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as frc LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-10=-70, 24-25=-20, 18-22=-20, 11-16=-20 Concentrated Loads (lb) Vert: 6=-98(B) 7=-68(B) 21=-8(B) 5=-98(B) 19=-8(B) 17=34(B) 18=-34(B) e 37=-68(B) 39=-68(B) 40=-68(B) 41=-68(B) 43=-68(8) 44=-68(B) 45=-68(B) 55=34(13) 56=-34(B) 57=-34(B) 58=34(B) 59=-34(B) 60=-34(B) 61=-34(B) 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:03:04 2017 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-gvg4XZphomMQLS7ynynMCKfXCDIjBW zXK7E5?ybSVb ntrated load(s) 162 lb down and 115 lb up at 2-0-12, 192 lb down and 112 lb up at 92 lb down and 112 lb up at 9-0-12, 192 lb down and 112 lb up at 11-0-12, 192 lb and 115 Ib up at 17-0-12, 162 lbdown and 115 Ib up at 19-0-12, 162 lb down and 115 at 25-0-12, 162 lb down and 115 lb up at 27-0-12, 162 lb down and 115 lb up at 2, 162 lb down and 115 lb up at 35-0-12, and 162 lb down and 115 lb up at 37-0-12, 2 lb down at 3-0-12, 22 lb down at 5-0-12, 22 lb down at 7-0-12, 22 lb down at down at 16-10-0, 54 lb down at 18-9-4, 54 lb down at 21-0-12, 54 lb down at 23-0-12 it 31-0-12, 54 lb down at 33-0-12, 54 lb down at 35-0-12, and 54 lb down at 37-0-12, n device(s) is the responsibility of others. it (F) or back (B). 28=-98(B) 29=-98(B) 30=-98(B) 32=-98(B) 33=-98(B) 35=-68(B) 36=-68(B) 47=-92(B) 48=-34(B) 50=-8(B) 51=-8(B) 52=-8(B) 53=-8(B) 54=-8(B) 63=-34(B) 64=-40(B) ® 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 MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall pp ��l• building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members ortiy. Add�itional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage.) For general guidance regarding the Syr 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 J. Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence f T12082053 J34562 A02 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 3-0-0 7-9-5 12-3-2 i6-9-0 2-0.0 3-0-0 Z113 4-5-14 6.00 12 6x6 — 6x8 = 44 = 4x8 = 2x4 II 3 431 5 32 6 7 2 � 11 5 0 19 i d 27 24 23 22 21 2 3x6 = 5x5 = 6x6 = 18 5x6 7x8 N/B = 2x4 11 4x4 = 4x4 11 1-8-8 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 TCDL 15.0 Lumber DOL 1.25 BC 0.59 BCLL 0.0 Rep Stress Incr YES WB 0.98 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x6 SP DSS 'Except" 1-3: 2x4 SP 285OF 1.8E, 11-12: 2x6 SP SS BOT CHORD 2x6 SP DSS "Except" 2-25: 2x4 SP 285OF 1.8E, 3-23: 2x4 SP No.3 WEBS 2x4 SP No.3 "Except" 10-17,22-25,17-19,8-19,4-25: 2x6 SP DSS, 11-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1964/0-8-0, 13=1760/Mechanical Max Horz 2=202(LC 7) Max Uplift 2=-734(LC 9), 13=-594(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show TOP CHORD 2-3=-2544/796, 3-4=-2302/753, 4-5=-6062/2095, 5-7=-6957/2406, 7 8-10=-4927/1740, 10-11=-3626/1310, 11-12=-1177/454, 12-13=-179, BOT CHORD 2-26=-569/2242, 25-26=-172/1058, 23-25=-695/286, 3-25=-243/916, 21-22=-1424/4523, 19-21=-1935/6062, 7-19=-386/205, 17-18=-357/1 15-17=-1149/3626, 14-15=-276/1009 WEBS 4-22=-588/234, 5-19=-349/1008, 8-17=-1105/454, 10-17=-484/1465, 11-15=-989/2907, 11-14=-1095/404, 12-14=-508/1631, 22-25=-1013i 23-26=-487/1452, 17-19=-1273/3928, 8-19=-561/1715, 4-25=-2298/8 4-21=-584/1765 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:03:08 2017 Page 1 6.11.9 6.10.13 7-0-9 ' 2-0-0 4x6 = 4x8 = 4x4 = 8 9 33 10 17 16 15 7x8 = 5x8 = 4x6 Scale = 1:71.6 5x6 6x8 = 11 12 m e� o N N 14 13 4x4 = 3x8 II 6-11-9 6.10.13 7-0-9 2-0-0 ' 3-5-8,0-4-41,[26:0-2-8,0-3-01 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) 0.43 19 >999 240 MT20 244/190 Vert(TL) -0.90 19 >527 180 Horz(TL) 0.09 13 n/a n/a Weight: 323 lb FT = 0% i BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 7-3-3 oc bracing: 21-22 6-2-4 oc bracing: 19-21 8-0-8 oc bracing: 15-17. 10-0-0 oc bracing: 2-26 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 14/1242, 15=-1153/480, 1, 5-21=-706/295, 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=9.Opsf; BCDL—I3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 20, 9. 5) Plate(s) at joint(s) 20 and 19 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstand ing 100 lb uplift at joint(s) except (jt=lb) 2=734, 13=594. 'AWARNING - 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 MiTek® connectors. This design is based only upon parameters shown, andlis for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and pro pedy 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. iFor general guidance regarding the ffek' 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 223I 4. Tampa, FL 36610 JQb Truss Truss Type Qty Ply 134562 GHO Lot 7 Spec.Residence T12082054 J34562 A03 HIP TRUSS 1 1 Job Reference (optional) East Coast I fuss, Ft. Pierce, FL 34945 -2-0-0 2-8-0 5-0-0 10-10-C 2-0-0 2-8-0 2-4-0 5-10-0 5x5 = 6.o0 12 3 d 2 hI1 d 3 22 - 24 21 20 3X6 =2x4 I 2X4 I 2x4 I I 1-8-8 28 24-0 5-10-0 3x4 = 5x8 = 4 29 5 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:03:12 2017 Page 1 I D:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-bSJ5CIvjvENl IhkUFdwEXO_l cR5H36p8Na3fNXybSVT 22-11.8 23 •4 29.3-12 3" 0 39-8-0 6-2-8 0-1- 2 6-2-8 6-4-4 4-0-0 3X6 = 3x4 = 3x4 = 5x8 = 67 830 9 19 18 .:.L Iw 3x8 M18SHS = 16 15 1413 6x10 M18SHS = 3x4 II .6x8 = 4x6 = 4x4 = 111-0 6-0-4 6-2-8 Scale = 1:71.6 12 11 04 = 3X6 II 35-e-0 3"-C 6-0 4 4-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.37 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.68 Vert(TL) -0.81 17-19 >588 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix -AS Weight: 243 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 2850F 1.8E TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP 285OF 1.8E 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-16: 2x4 SP No.3 8-9-0 oc bracing: 2-23 WEBS 2x4 SP No.3 `Except* MiTek recommends that Stabilizers and required cross bracing 19-22,15-17: 2x4 SP 2850F 1.8E be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1957/0-8-0, 11=1767/Mechanical Max Horz 2=256(LC 7) Max Uplift 2=-731(LC 9), 11=-596(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3365/1107, 3-4=-2950/1031, 4-5=-3951/1420, 5-6=-4786/1712, 6 8=3747/1379, 8-9=2994/1128, 9-10=-1637/618, 10-11 =1 733/606 BOT CHORD 2-23=-803/2925, 22-23=-803/2925, 17-19=-1501/4834, 15-16=-85/296, 13-15=-906/2994, 12-13=-363/1391 WEBS 3-22=-331/1194, 5-19=-1042/352, 9-12=-800/304, 10-12=-498/1660, 1-22=-1185/3902, 4-22=-1162/428, 9-13=-669/1990, 8-13=-1035/426, 6-15=-1013/408, 8 15=-314/952, 15-17=-1097/3523,6-17=-371/1168 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=9.Opsf; BCDLT3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstar)ding 100 lb uplift at joint(s) except (jt=lb) 2=731, 11=596. 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 MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. I For general guidance regarding the MiTek* iTe k• 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 J34562 GHO Lot 7 Spec.Residence E. T12082055 J34562 A04 HIP TRUSS 1 1 Job Reference (optional) Last coast I fuss, Ft. Pierce, FL 3494b 8.13U s Sep 11 ZU17 MI I ek Industnes, Inc. I hu Sep 21 09:U3:17 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-yP6_G?zrkm?aOScS1 B WPE4hpZSntkREu WsnQ3kybSVO -2-0-1 2-8-0 6-11-0 11-10.0 16-8-0 22-4-9 27-11-7 33-9-0 39-8-0 2-0r r 2_8_0 4-3-0 4-11-0 4-10.0 5-8-9 5-6-1-35-9-9 5-11-0 3x4 = 5x5 = 3x8 = 2x4 II 3x6 = 6.00 12 3 28 4 29 5 6 7 30 s u� 2 I 24 21 3x6 =2x4 II 2x4 II 1-8-8 17 W_ 20 19 18 2x4 II 4x6 = 16 15 6X6 = 3x4 II 6x8 = 4-3-0 4-11-0 4-10-0 040 I 5-7-9 3x4 = 8 31 14 13 34 = 3x4 = Scale = 1:71.6 5x8 = 9 4x6 10 d, cn 0 0 N N 12 11 4x4 = 3x6 II 39-8-0 5-11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.32 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.69 17-19 >682 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(TL) 0.18 11 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS Weight: 255 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-16: 2x4 SP No.3 6-10-0 oc bracing: 2-23 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 19-22,15-17: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1958/0-8-0, 11=1766/Mechanical Max Horz 2=298(LC 7) Max Uplift 2=-732(LC 9), 11=-595(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-3271/1082, 3-4=-2840/1027, 4-5=-3769/1387, 5-7=-3745/1381, 7 8=-3121/1194, 8-9=2654/1039, 9-10=-19131712, 10-11=-17061610 BOT CHORD 2-23=-748/2819, 22-23=-748/2819, 17-19=-928/3233, 5-17=-364/190, 4-15=-764/2654, 12-14=-415/1615 WEBS 3-22=-284/1093, 4-17=-247/741, 9-12=-573/236, 10-12=-487/1710, 4- 9=-545/213, 19-22=-925/3225, 4-22=-583/218, 9-14=-482/1472, 8-14=-904/363, 7- 5=-895/352, 8-15=-221/683, 15-17=-876/2957, 7-17=-234/796 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=9.Opsf; BCDL-3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.0psf on the bottom chord in all are s 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 withstai ding 100 lb uplift at joint(s) except Qt=lb) 2=732,11=595. 8) This truss design requires that a minimum of 7116" structural wood sheathing be appli�d 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 REFER E CE 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, an6 is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and plopedy incorporate this design into the overall p �• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members o ly. ,Additional temporary and permanent bracing iViiTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 JT Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082056 J34562 A05 HIP TRUSS 1 1 Job Reference (optional) Fast GOast I russ, I_[. Fierce, t-L 3494t3 -2-0-0 2-8-0 i 5-0-0 1 9-0-0 16-84 2-0-0 2-8-0 2-4-8-0 5x8 = 2x4 II 6.00 12 4 26 5 2x4 11 3 c� 0 vI1 d• 2 1 20 5x8 = 6y 15 19 18 17 1E 22 29 16 3x6 = 3x4 = 5x5 = 4x6 = 14 2x4 II 3x4 = 2x4 II 1-8-8 d.1au s aep I I zu 11 wu 1 eK muusmes, inc. i nu oep z i uu:uo:z i zu i t rage I I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-gALV5NOMn?VOt3wDGOaLOwsOe378gCtTRUIdCWybSVK 24-2-0 31-8-0 39-8-0 7-6-0 7-8-0 8-0-0 Scale = 1:73.7 10x10 M18SHS = 3x6 = 3x4 = 6 277 28 8 13 12 11 10 5x8 = 3x6 = 4x4 = 5x6 11 d-" d-11-9 2-4-0 ' 4-0-0 ' 7-8-0 0-f0 7-5-0 7-6-0 8-0-0 1-0-0 I Plate Offsets X Y -- 4:0-6-0 0-2-8 8:0-7-8 0-2-4 9:0-3-0 0-1-8 10:Ed a 0-3-8 3:0-4-0,0-1-8 15:0-2-4,0-2-12 , 17:0-2-8,0-2-4 , 20:0-5-12,0-3-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(LL) 0.25 15-17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(TL) -0.63 15-17 >758 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 253 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-8: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 'Except* 2-2-0 oc bracing: 2-21 5-14,3-18: 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 *Except* be installed during truss erection, in accordance with Stabilizer 9-10: 2x4 SP No.2 Installation guide. REACTIONS. (lb/size) 2=1958/0-8-0, 10=1767/Mechanical - Max Horz 2=344(LC 7) Max Uplift 2=-731(LC 9), 10=-596(LC 9) Max Grav 2=1978(LC 13), 10=1779(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3257/1075, 3-4=-3173/1165, 4-5=-3120/1203, 5-7=-3088/1194, 7 8=-2569/1038, 8-9=2092/774, 9-10=-1704/616 BOT CHORD 2-21=-774/2940, 20-21=-774/2940, 17-1 8=-1 29/346, 15-17=-560/2265, 5-15=-558/290, 11-13=-436/1750, 3-20=-251/166 WEBS 4-17=-327/148, 4-15=-382/1174, 13-15=-658/2403, 7-15=189/656, 7-13=-943/377, 8-13=-363/1165, 8-11=-379/192, 9-11=-458/1723, 17-20=-449/1995, 4�0=-298/949 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=9.Opsf; BCDL-3.Opsfh=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposeb ;'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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=731, 10=596. 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 - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERE�CE PAGE M11-7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, an 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 membermonly. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. IFor general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence t t T12082057 J34562 A06 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 -2-0.0 2-8-0 6-10-0 141-0.0 75-8-14 2 4-0 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:03:25 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-jybOxk3srDOSMhE_VsfHYmO9vgTUc3S3M5jrLHybSVG 24-11.2 29-8-0 34-6-4 39-&0 2-0-0 2-8-0 4-2-0 -2-0 4-8-14 4 7-2 4-7-2 4-8-14 4-10-4 5-1-12 Scale = 1:72.9 6.00 12 5x5 = 3x4 = 2x4 II 3x5 = 3x4 = 5x5 = 5 28 6 7 829 9 10 3x6 3x4 2x4 II 4 11 0 3 / 4x6 12 \16 M} 2 01 M 3 022 18 30 333 4 50 - Id N 3xb - 11 21 20 19 17 15 14 13 24 2x4 II 3x4 = 3x6 3x8 = 4x6 3x8 = 4x4 = 3x6 II I 4-3-8 I 6x8 = 1-&8 0. -0 0-8-8 0-11-8 2-" 6-0-0 0.38 8-10-12 0412 1-0.0 Plate Offsets (X,Y)- [5:0-2-8,0-2-41,[10:0-2-8,0-2-41,122:0-6-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) -0.25 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(TL) -0.63 17-19 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(TL) 0.14 13 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 273 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 3-20: 2x4 SP No.3, 16-18: 2x4 SP No.1 2-2-0 oc bracing: 2-23 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6-19, 9-15 JOINTS 1 Brace at Jt(s): 22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1957/0-8-0, 13=1767/Mechanical Max Horz 2=388(LC 7) Max Uplift 2=-731(LC 9), 13=-597(LC 9) Max Grav 2=2045(LC 13), 13=1844(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=3432/1094, 3-5=-3487/1266, 5-6=-1961/833, 6-7=-2433/977, 7-91-2433/977, 9-1 0=-1 901/792, 10-11=-2162/833, 11-12=-1887/679, 12-13=-1783/61b BOT CHORD 2-23=-797/3152, 22-23=-797/3151, 3-22=-415/265, 17-19=-568/2319, 15-17=-552/2204, 14-15=-409/1547 WEBS 5-19=-56/324, 10-15=-201/620, 11-15=-88/440, 12-14=-504/1696, 19-32=-414/1962, 5-22=-490/1529, 11-14=-733/262, 6-19=-709/236, 6-17=-46/376, 9-17�-77/472, 9-15=-820/279, 7-17=-315/166 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=9.Opsf; BC[ Cat. Il; Exp C; Encl:, GCpi=0.18; MWFRS (directional); cantilever left and right expo DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joint(s) 1 5) Plate(s) at joint(s) 16 checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent w 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all a will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withs 2=731, 13=597. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be at sheetrock be applied directly to the bottom chord. 3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; ; end vertical left and right exposed; Lumber 1y other live loads. where a rectangle 3-6-0 tall by 2-0-0 wide ig 100 lb uplift at joint(s) except Qt=lb) directly to the top chord and 1/2" gypsum WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERElyCE 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 � p�• a truss system. Before use, the building designer must verify the applicability of design parameters and p�opedy incorporate this design into the overall �� Y building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members o ly. Additional temporary and permanent bracing A Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the MiTek* 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 22�14. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence T12082058 J34562 A07 HIP TRUSS 1 1 Job Reference (optional) East Coast I russ, Ft. Pierce, I-L 3494b 8.130 s Sep 11 2011 MI -I ek Industries, Inc. Thu Sep 21 09:03:29 2017 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-bjgXn66NvSWtrlXmkjjDjcBsRI W YrtfHjh3U2ybSVC 1ao-0 Scale = 1:77.5 6.00 12 5x8 M18SHS 11 2x4 II 4x6 = 6x6 = 4x6 6 7 34 6 35 9 3x6 ! 6x8 = 5 4 5x5 = 5x16 = 3x4 i 10 11 c d 3S171 rn d 33 n 2 ; d o ob 2 Jq hI1 N 1O `rl o d 24 c$x8 = 5x8 = 13 12 `d 28 27 26 21 20 19 18 16 15 4x4 = 2x4 II 22 3x6 _— 4x4 = 6x8 = 4x8 = 3x6 2x4 II 2x4 II 2x4 II 3x4 = 2-2k 6x8 = 1-0-0 8-11-12 i 12-2-10 11-10-0 11-6-0 5-6-4 10.8-0 1 -5 1 0- 20-4-0 27-M 29-7-0 0.7- 33-0-0 39b-12 SS-4 5-1-12 7-4-0 7-4-0 1-11-0 -0.0 2-9-0 6-2-12 0-0-10 0-0-0 0.410 Plate Offsets (X,Y)-- 19:0-3-0,0-2-71, [11:0-3-12,0-3-01, [17:0-2-8,0-2-81, [21:0-0-0,0-1-81, [23:0-6-0,0-4-41 [25:0-5-8 0-4-41 LOADING (psf) SPACING-i 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.08 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.59 Vert(TL) -0.27 15 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(TL) 0.02 33 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 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 25-27, 21-23 5-27,7-21: 2x4 SP No.3 WEBS 1 Row at midpt 7-24, 8-23 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 11-12: 2x6 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x8 SP SS Installation guide. REACTIONS. (lb/size) 24=2787/0-8-0, 33=903/0-6-12 Max Horz 24=299(LC 7) Max Uplift 24=-1032(LC 9), 33=260(1-C 9) Max Grav 24=2787(LC 1), 33=1042(LC 18) FORCES. (lb) - Max. CompdMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-487/916, 3-5=-766/1703, 5-6=-740/1702, 6-7=-706/1674, 7-8=-56 H 121, 8-9=-1 226/352, 9-1 0=-1 455/330, 10-11 =-1 810/436 BOT CHORD 2-28=-740/582, 14-17=-380/1847, 13-14=-380/1847,12-13=-99/288, 713=-248/867, 24-25=-1507/983, 23-24=-1200/712 WEBS 3-28=-267/312, 17-18=0/262, 10-17=-704/275, 10-13=-689/220, 11-13i-383/1715, 7-24=-1853/677, 25-28=-678/498, 3-25=-774/423, 20-23=-112/516, 8-23=1815/691, 17-20=-114/698,8-17=-260/754,11-33=-1212/310 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose ; 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) 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) 33 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=1b) 24=1032,33=260. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be appliei 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 only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not L-•��Y[G� 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 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 J34562 GHO Lot 7 Spec.Residence i T12082059 J34562 A08 HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 13-0-0 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 21 09:03:34 2017 Page 1 I D:ACzXF5ZNyEa_p NQ9dnkZfEyGOD2-ygeQgpAWj_8Ax3 QjXFJO Qfuj5JYl D9UO R?Og9FybSV7 Scale = 1:76.1 5x8 = 6.00 12 2x4 II 5x8 = 2x4 114 6 8 9 37 10 7 2x4 II 6x8 = 3x6 i 4x6 / 6 5x5 = 2x4 II 5x16 = 5 12 13 14 4 M 3x4 3 I M 36 d 3 � 0 ob M 2 ¢ I o 1 _ �x8 39 2427 31 30 29 23 38 22 21 20 19 18 3x8 = 2x4 I I 25 3x6 __ 4x4 = 6x8 = 4x4 = 48 = 3x6 44 = 2x4 11 2x4 II 2x4 II 6x8 = 6x62=2 12-2-10 11-10-0 11-6-o 1s-0-0 5-64 10.a-0 1 -s 0 0 20.4-0 25-8-0 237-0 0-7- 3411-0 39E-12 Sb-0 5-1-12 2 2�0 5-4-0 5-0-0 3-116 -0-0 4-. 4-7-12 0-0-10 0-64 04-0 0-0-10 Plate Offsets X Y -- 8:0-6-0 0-2-8 , 10:0-6-0 0-2-8 14:0-3-12 0-3-0 , 17:0-2-12 0-2 12 26:0-5-12 0-4-4 , 28:0-5-8 0-4-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.13 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(TL) -0.18 16-17 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(TL) 0.02 36 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 321 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 11-19,5-30,7-24: 2x4 SP No.3 10-0-0 oc bracing: 17-19, 28-30, 24-26 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-27, 8-22, 10-22, 8-26 14-15: 2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x8 SP SS be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 27=2786/0-8-0, 36=904/0-6-12 ' Max Horz 27=321(LC 8) Max Uplift 27=-1237(LC 4), 36=-477(LC 4) Max Grav 27=2786(LC 1), 36=1037(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/904, 3-5=-772/1697, 5-6=-731/1694, 6-7=-696/1670, 7-8=473/1263, 8-9=-588/308, 9-10=588/308, 10-11 =-I 574/814, 11-12=-1550/743, 12- 3=-1073/508, 13-14=-1073/508 BOT CHORD 2-31=-727/578, 22-23=-538/336, 20-22=-422/857, 11-17=-260/152, 16- 7=-684/1545, 7-26=-744/1545,27-28=-1504/982,26-27=-11731587 WEBS 3-31=-270/314, 7-27=-1854/850, 8-23=-222/332, 8-22=-654/1282, 9-22--427/215, 10-22=-627/309, 17-20=-380/835, 10-17=536/999, 12-17=-382/158, 14116=-589/1246, 13-16=-288/150, 12-16=-680/297, 28-31=-668/495, 3-28=-781/427, 23- 6=-576/355, B-26=-2180/961, 14-36=-1080/495 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with a y other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Bearing at joint(s) 36 considers parallel to grain value using ANSI/TPI 1 angle to grain foIrmula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 27=1237, 36=477. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. ® 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. Fpr 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 2231I- Tampa, FL 36610 M 0 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence 0 T12082060 J34562 A09 ROOF SPECIAL 1 1 Job Reference o clonal East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 Mi l ek Industries, Inc. -I hu Sep 21 09:03:39 2017 Pagel ID:FOzOEfHnMVNaUwbMujnL80yhM15-JeRJtXEeYXnT1 glhKovZ7jbZfKN2uKA7aH6agTybSV2 12-2-10 5-11-15 4-1-15 1-3-8 1-3-8 3-5-14 0-9-4 Scale = 1:76.9 5x8 6.00 12 5x5 = 8 35 9 3x4 i 2x4 II 7 5x5 = 5x5 = 6x8 = 3X6 :r- 3x4 6 10 5x5 = 5x16 = 5 12 13 4 36 M 0 3x4 Cb 3 n M 34 !S 2 6 a! dI o d 1 '25 - 15 14 29 28 27 22 21 20 37 19 18 17 3x8 = 2x4 I1 3x6 —_ 4x4 = 23 2x4 571,,, =2x4 11 3x6 4x8 = 2x4 51, = 7x8 = 4x4 = 01114 8-11-12 i 12-2-10 11-6-0 5-11-15 10. - -5-6 -M 2, 8-0 29-0- 3 -0 11 -8 39b-12 5-11-15 4-1-15 1-38 1-3-, 3-5-14 6-8-0 5-8-0 4-0.0 1-7-8 4-7-0 0-0-10 0-8-10 Plate Offsets X Y — 8:0-6-0 0-2-8 9:0-2-8 0-2-4 11:0-2-8 0-2-4 13:0-3-12,0-3-0 16:0-2-0 0-2-0 24:0-5-8 0-4-0 26:0-5-8,0-3-0 LOADING (psi) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.17 18-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.20 18-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.99 Horz(TL) 0.02 34 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 BOT CHORD WEBS 2x4 SP No.3 *Except* WEBS 13-14: 2x6 SP No.2 OTHERS 2x8 SP No.2 REACTIONS. (lb/size) 25=280610-8-0, 34=896/0-3-8 Max Horz 25=358(LC 7) Max Uplift 25=-1216(LC 8), 34=-472(LC 4) Max Grav 25=2806(LC 1). 34=1016(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show. TOP £HORD 2-3=511/979, 3-5=-737/1637, 5-6=-738/1731, 6-7=-706/1714, 7-8=-4�17/1193, 8-9=-679/420, 9-10=-1625/829, 10-11=-1328/644, 11-12=-1139/569, 2-13=-981/480 BOT CHORD 2-29=-791/609, 25-26=-1433/954, 24-25=-1019/515, 19-21=-250/216 15-16=-443/1035 WEBS 3-29=-273/314, 8-19=-523/994, 9-19=-723/332, 10-16=-1020/444, 12 15=-657/273, 7-24=-773/1655, 5-25=-267/107, 7-25=-2132/920, 26-29=-764/593, 3.26=720/389, 8-24=-1954/890, 13-15=-562/1133, 11-16=-224/474, 16-19=-226/653 9-16=-571/1107, 13-34=-1070/495 NOTES- 1) Unbalanced roof live loads have been considered for this design. Weight: 317 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 8-19, 9-19, 7-25, 8-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCE L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposled ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wl any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Bearing at joint(s) 34 considers parallel to grain value using ANSI/TPI 1 angle to grai formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 25=1216,34=472. 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 - 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 MiTekO connectors. This design is based only upon parameters shown, Ind is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters an 11properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members pnly. Additional temporary and permanent bracing MIT®K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPif Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 0 eb Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence r a T12082061 J34562 A10 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.13U s Sep 11 ZU11 MI I eK Industnes, Inc. I hu Sep 21 U9:U3A3 ZU1 r Pagel I D: FOzOEfH nMVNa UwbMuj nL80yh M l5-BPgpj uH9cl Hu WScSZezVHZm EAxmfg9si Vv4ozEybSV 12-2-10 5-11-15 4-1-15 -3-6 1-3-8 5.5-14 0-9-4 Scale = 1:81.9 5x8 = 5x5 = 6.00 12 8 9 3x4 5x8 = 2x4 II 7 6x8 = g 3x4 ! g 5x16 = 5 5x5 = 0 3x4 4 12 13 6 %.Z3 3 or 37 c� IN t7 2 t it Ib 1 0 28 16 15 14 .- 32 31 30 25 24 23 22 21 19 13x4 2x4 I I 26 4x4 = 2x4 2x4 II = 4x4 = 4x8 = 3x6 2x4 ERB = 3x4 = 3x6 __ 5x8II66 xL = 2x4 11 5x8 2x4 11 12-2-10 1150 -0- 8-11-12 5-11-15 0.1-14 -56 1 -o -e-0 2 -4 9--0 31 -0 36-1 -8 9-6-12 5-11-15 4-1-15 -3A 1-3-8 5-5-14 2-M 5-8-0 2-3-0 1-9-0 5-7-8 2-71 0-0-10 0-8-10 Plate Offsets (X,Y)-- [8:0-6-0,0-2-8],[9:0-2-8,0-2-4],[11:0-6-0,0-2-8],[13:0-3-12,0-3-0] [20:0-2-8,0-2-8] [27:0-5-8,0-2-12] [29:0-5-8 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.15 21-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.20 21-23 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.02 37 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 334 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. Except: WEBS 2x4 SP No.3 'Except` 8-8-0 oc bracing: 16-17 13-14: 2x6 SP No.2 WEBS 1 Row at midpt 9-23, 7-28, 9-20 OTHERS 2x8 SP No.2 2 Rows at 1/3 pts 8-27 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation guide. REACTIONS. (lb/size) 28=280710-8-0, 37=898/0-3-8 Max Horz 28=427(LC 7) Max Uplift 28=-1221(LC 8), 37=-503(LC 4) Max Grav 28=2807(LC 1), 37=1001(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-510/977, 3-5=-736/1635, 5-6=-737/1727, 6-7=-711/1760, 7-8=-3�6/1174, 8-9=470/345, 9-10=13621789, 10-11=-1100/611, 11-12=1223/614, 12-13=-797/432 BOT CHORD 2-32=-789/609, 28-29=-1431/953, 27-28=-985/542, 23-24=-96/289, 17-20=-446/1016, 16-17=-446/1016, 15-16=-421/844 WEBS 3-32=-273/314, 8-23=-463/835, 9-23=-760/324, 10-20=-901/430, 12-15=-939/386, 13-15=-627/1125, 7-27=-776/1573, 5-28=281/116, 7-28=2285/957, 29-32=-762/592, 3-29=-720/390, 24-27=-66/302, 8-27=-1867/874, 20-23=-61/450, 9-20=-684/1164, 13-37=-1129/566 1 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=9.Opsf; B( Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exr left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all will fit between the bottom chord and any other members. 6) Bearing atjoint(s) 37 considers parallel to grain value using ANSI/TPI 1 angle to g capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of witl 28=1221.37=503. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be al sheetrock be applied directly to the bottom chord. 3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; ; end vertical left and right exposed; porch any other live loads. as where a rectangle 3-6-0 tall by 2-0-0 wide formula. Building designer should verify lding 100 lb uplift at joint(s) except Qt=lb) !d directly to the top chord and 1/2" gypsum ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MrrekO connectors. This design is 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' ropedy Incorporate this design Into the overall piTek� building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damag§. For general guidance regarding the iVl fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jorh , Truss Truss Type Qly Ply J34562 GHO Lot 7 Spec.Residence T12082062 J34562 All Roof Special 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 u.13U s Sep 11 zui I MI I eK Inausines, Inc. I flu oep z I uu:US:4/ LV-I I rage 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-4BwKZGKgg_nK?3vDoU2RRPxwaY?8mzmlQW205?ybSUw -2-0-0 5-11-15 10-5-6 2-2-10 16-3-5 20-4-0 25-4-0 29-4-0 34: -4 39-8-0 2-0-0 5-11-15 4-5-7 1.9-4 4-0-11 40-11 5-0-0 4-0-0 5-0-4 5-3-12 5x8 = Scale = 1:89.0 6.00 12 9 2x4 14x6 3x4 5x5 = 5x5 = 3x6 - 8 10 4x6 56 7 2x4 II 4 12 0 3x4 4x6 3 13 d ao d q 2 N Iob d yI 1 26 25 242022 19 18 30 31 1716 32 33 15 14 4x4 = 2x4 II 3x4 II 4x8 = 3x6 = 3x8 = 2x4 II 3x6 __ 6x8 =6x8 = 3x8 = 6x8 = 12-2-10 11-0-0 -1 -1 10.56 2- 1 - 1 141 -0 2! 29-4-0 3 5-11-15 7 7- 4-0-0 -6 SO-0 5-3-12 0-0-10 0-8-10 Plate Offsets (X Y)-- [11:0-2-8,0-2-4],[21:0-5-8 0-3-12] [23:0-5-8,0-4-0] LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 4-25,7-19: 2x4 SP No.3 WEBS 2x4 SP No.3 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.21 15-17 >999 240 MT20 244/190 Vert(TL) -0.48 15-17 >697 180 Horz(TL) 0.02 14 n/a n/a Weight: 308 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-1 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 10-0-0 oc bracing: 23-25, 19-21 WEBS 1 Row at midpt 8-21, 9-18, 9-17, 11-17, 7-22 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=950/Mechanical, 22=2798/0-8-0 Max Horz 22=542(LC 7) Max Uplift 14=280(1_C 9), 22=-1040(LC 9) Max Grav 14=1139(LC 14), 22=2798(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho TOP CHORD 2-3=-508/975, 3-4=-758/1680, 4-5=-749/1729, 5-7=-717/1686, 7-8=- 90/1254, 8-9=-495/238, 9-1 0=1 087/468, 10-11=-876/328, 11-12=-1250/502, 1-13=-1170/331, 13-14=-1126/289 BOT CHORD 2-26=-789/607, 22-23=-14861979, 21-22=11741778, 7-21=-521/1613 17-18=-49/443, 15-17=-101/856 WEBS 3-26=-281/328,23-26=-719/543,3-23=-748/405, 18-21=-498/481, 8- 1=-1936/756, 8-18=-357/1057,9-18=-796/296,9-17=-469/1202,10-17=-773/362,1-15=-487/292, 13-15=-156/1011,7-22=-1988/717,11-15=-206/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BC1 L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expo ad ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 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 Gt=lb) 14=280, 22=1040. CSI. TC 0.68 BC 0.89 WB 0.89 Matrix -MS ®WARNING •Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. � Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters an e properly Incorporate this design into the overall B 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 ANSIITP 1 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 J34562 GHO Lot 7 Spec.Residence r T12082063 J34562 Al2 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:03:51 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-yy9rOdNAjDHmUhD_1 K7NcF5bl9OlimcuL80DEmybSUs 46-8.0 i -2-0.0 i 5-11-15 10-5.6 12-2-ta 16-3-5 20-0-0 23-0-0 27-0-0 3a11-a 3b-6-s 44-9-b 4d-10-9 r2-0�0 111-15 4-5.7 1-9-0 4-0.11 4-0-11 3-0-0 44}0 6-7-3 5-7-3 6-1-11 W. 1-9-8 Scale = 1:97.8 5x8 M 18SHS = 6.00 12 5x5 = 5x5 = 2x4 II 9 46 4x6 i 1 3x6 3x6 6 7 11 5 3x6 3x6 i 4 12 2x4 3 13 2x4 • 2x4 II 2x4 = sI 2 �r 14 1 a 0 26 24 M I� 38 19 39 40 17 41 16 15 d o 28 27 22 21 4x6 = 3x4 II 4x 0 18 __ q� _ = 3x6 3x8 = 4x6 = 3x6 = 4x6 = 3x4 II 6x8 = 6x8 = 6x8 = 13.2-10 12-2-10 11-6-0 5- 1-15 10-58 -5 6-3-5 0-0-0 -0 -0 5-11-15 4-5.7 - -0- 3-0-11 4-0-11 3-0-0 4-0-0 &4-12 8-11-4 0.0.10 0-8.10 Plate Offsets X Y— 10:0-2-8 0-2-4 23:0-6-4 0-3-12 25:0-5-8 0-4-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.17 16-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.45 16-18 >880 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 319 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-27: 2x4 SP No.3 10-0-0 oc bracing: 25-27, 21-23 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 11-18, 9-20, 7-24 8-23: 2x4 SP No.2 2 Rows at 1/3 pts 8-23 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 24=2971/0-8-0, 14=1384/0-8-0 Max Horz 24=493(LC 7) Max Uplift 24=-1090(LC 9), 14=-521(LC 9) Max Grav 24=2971(LC 1), 14=1588(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show ill. TOP CHORD 2-3=-508/978, 3-5=-755/1680, 5-6=-747/1725, 6-7=-732/1773, 7-8=-5 2/1234, 8-9=-652/301,9-10=-1177/465,10-11=-1369/463,11-13=2237/642, 3-14=-2507/670 BOT CHORD 2-28=-790/607, 24-25=-1490/979, 23-24=-1127/839, 7-23=-410/1537, 18-20=0/869, 16-18=-168/1594,14-16=-402/2131 WEBS 3-28=-279/326, 25-28=-720/538, 3-25=-749/405, 20-23=-49/462, 8-23i -2105/742, 9-18=-226/695, 11-18=-854/376, 11-16=-141/581, 13-16=-417/252, 8-r0=-405/1244, 9-20=-11451437, 7-24=-2301/884 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expos ' d ; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 24=1090, 14=521. 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 MII-7473 rev. 1010312015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, arld is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall MiTek* building design. Bracing indicated is to prevent buckling of individual buss web and/or chord members oply. Additional temporary and permanent bracing iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ly1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence r T12082064 J34562 A13 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017MiTek Industries, Inc. Thu Sep 21 09:03:55 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-dPME?QhnRoBylWIG9BJm5GHEmjneZYTGm_ROXybSUo 46-8-0 2-0.0 5-11-15 46-7 1-9-0 40.11 4-0.11 - 4-0.0 6-33 6.33 6-9-11 0- -8 1-9-8 ' Scale = 1:97.8 5x8 M 8SHS = 5x5 = 5x5 = 6.00 12 � 9 10 2x4 II 4x6 % 3x6 4x6 , 11 3x6 4 6 7 3x6 M 5 0 3x6 i 4 12 2x4 o 3 13 0 2x4 I I 2x4 II 2x4 = 2 14 dj ¢I 1 �? Iaob 15 o 0 28 27 26 24 21 39 40 17 16 38 19 22 4x6 = 3x4 11 4XI 0 18 3x6 = 3x6 = 3x6 = 4x6 = 4x6 = 3x4 = 6x8 = 6x8 = 3x8 = 6x8 = 13-2-10 12-2-10 11Fi0 5 10. b 2044 54-0 44-8-0 5-11-15 4-57 -0- 7-1-6 5-0.0 94-12 9-114 0-0-10 0-8-10 Plate Offsets X Y -- 10:0-2-8 0-2-4 21:0-0-0 0-1-8 , 23:0-6-4,0-3-121,1 / LOADING (psf) SPACING- 2-0-0 CS1. DEFL. I in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) -0.27 16-18 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.91 Vert(TL) -0.65 16-18 >609 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(TL) 0.06 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 326 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 5-27: 2x4 SP No.3 10-0-0 oc bracing: 25-27, 21-23 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 10-18, 7-24, 11-18, 9-20 8-23: 2x4 SP No.2 2 Rows at 1/3 pts 8-23 OTHERS 2x4 SP No.3 Tek recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer F'allation Inguide. REACTIONS. (lb/size) 24=2969/0-8-0, 14=1386/0-8-0 Max Horz 24=493(LC 7) Max Uplift 24=-1090(LC 9), 14=-522(LC 9) Max Grav 24=2969(LC 1), 14=1591(LC 14) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when show . TOP CHORD 2-3=-508/977, 3-5=-755/1680, 5-6=-747/1725, 6-7=-731/1766, 7-8=-5 3/1242, 8-9=537/270, 9-10=982/433, 10-11=-1160/421, 11-13=-2170/629, 1 -14=-2470/658 BOT CHORD 2-28=-789/607, 24-25=-1490/978, 23-24=1130/839, 7-23=-417/1549, 18-20=0/665, 16-1 8=-1 15/1464,14-16=-381/2088 WEBS 3-28=-279/326, 25-28=-719/537, 3-25=-749/405, 20-23=-66/427, 8-2 =-2115/751, 9-18=-302/929, 11-16=-164/686, 13-16=-475/285, 7-24=-2281/873, 820=321/1116, 11-18=-968/421, 9-20=-1019/321 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCD Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expos DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all ar, will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withst 24=1090, 14=522. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be appl sheetrock be applied directly to the bottom chord. 3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; ; end vertical left and right exposed; Lumber any other live loads. Is where a rectangle 3-6-0 tall by 2-0-0 wide (ding 100 lb uplift at joint(s) except (jt=1b) d directly to the top chord and 1/2" gypsum ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M17EK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall ■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members gnly. Additional temporary and permanent bracing iVliTekr 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 ANSIITPIq Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 I Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence ' ' T12082065 J34562 A14 ROOF SPECIAL 1 1 Job Reference (optional) Last Coast I russ, rI. viefce, rL 34114b 2-0-0 ' 5-4-7 3x6 i 3 3x6 i44 i 4 6.00 12 3x6 i 6 , �I 2 1 O 23 22 21 20 33 4x6 = 2x4 II 5x5 =3x6 3x6 = LOADING (ps' TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 o.IJV 5 0up II LV I IVII I M I I IVVJII ICJ, n— IlluJ VLl VJ.VJ .GV Ir'.W.1 I D:ACzXF5ZNyEa_pNQgdnkZfEyGOD2-jUes4MTBrgldRvgXV?GFwxQ?SO41ZND3BOyeXJybSUk 4"-0 2 -0 3 -7-3 37-10-5 44-8-0 44- 8 4-0-0 6-3-3 6-9-11 0- % 1-9-8 Scale = 1:86.9 K 5x5 = 5x5 = 7 8 9 34 18 17 35 36 3x8 = 3x6 = 3x6 10 3x6 11 2x4 12 16 15 3x6 = 3x6 = SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.44 15-17 >935 240 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.65 15-17 >633 180 Rep Stress Incr YES WB 0.98 Horz(TL) 0.07 13 n/a n/a Code FBC2014ITP12007 Matrix -AS REACTIONS. (lb/size) 22=2784/0-11-5, 13=1525/0-8-0 Max Horz 22=-493(LC 6) Max Uplift 22=-1281(LC 4), 13=837(LC 4) Max Grav 22=2784(LC 1). 13=1716(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shot TOP ; HORD 2-3=491/920, 3-5=-595/1403, 5-6=-622/322, 6-7=-1008/582, 7-8=-f 8-9=-1231/742,9-10=-1436/786,10-12=-2434/1303,12-13=-2740/1 BOT CHORD 2-23=-747/585, 22-23=-747/585, 20-22=-1186/796, 19-20=0/445, V 15-17=-696/1711,13-15=-1049/2329 WEBS 8-17=-454/795, 10-17=-968/532, 10-15=-516/676, 12-15=474/284, 3-22=-510/257, 6-20=-12291487, 5-20=-912/1965, 7-19=-400/543, 6 6-19=-374/796 d d 2x4 II 2x4 II 2x4 = 13 14 d 4x6 = PLATES GRIP MT20 244/190 Weight: 293 lb FT = 0% BRACING - TOP CHORD Structural woad sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 10-17, 5-22, 6-20, 8-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 60/851, 125/617, 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=9.0psf; BCD'_=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 22=1281, 13=837. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be appI' 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 REFERFINCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall HT 11• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1J 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 2 314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence I T12082066 J34562 A15 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.13u s Sep l l zul t Mt I eK Inoustrles, Inc. I nu Jep zl uv:u4:U3 zu1 i rage i I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-cGuNvkXiuvo3wX81krKB5nbfc?SmVD1 f50wsg4ybSUg 46-8.0 r2-0-0 i 7-1-11 13-8.13 20.4-0 23-4-0 i 27-4-0 r 32.11-3 i 38-6-5 44-8-0 44-10-8 i 2-0.0 7-1-11 6-7.3 6-7-3 3-0-0 4-0-0 5-7-3 5-7-3 6-1-11 0-'zs8 1-9-8 Scale = 1:86.9 5x = 6.00 12 6 5x5 = 5x5 = 7 3x6 5 3x6 3x6 i 9 3x6 n 10 <db 4x6 i q 2x4 3 d 11 d, 216 2x4 II 2x4 II 2x4 = ° 2 12 M hI 1 13 .d 21 20 19 31 1 32 17 33 34 15 35 14 3x6 I I 3x6 = 3x — 3x6 = 3x8 = 4x6 = 3x6 = 4x6 = 4x6 = 3x8 = 6 4 4 6- - 5 13 8-13 20-4-0 23-4-0 27-4-0 35-8-12 44 8-0 6-4-4 0- - 1 6-10-15 6-7-3 3-0-0 4-0-0 8-4-12 841-4 Plate Offsets (X,Y)— 18:0-2-8,0-2-4],f19:0-3-8,0-1-8] LOADING 'PSI TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TPI2007 CSI. TC 0.67 BC 0.84 WB 0.80 Matrix -AS DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.3914-16 >999 240 MT20 244/190 Vert(TL) -0.57 14-16 >798 180 Horz(TL) 0.11 12 n/a n/a Weight: 272 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 3-19, 9-16, 6-18, 7-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=2540/0-11-5, 12=1769/0-8-0 Max Horz 21=-493(LC 6) Max Uplift 21=-1170(LC 4), 12=-948(LC 4) Max Grav 21=2540(LC 1), 12=1930(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show 1. TOPGHORD 2-3=537/1069, 3-5=1402/696, 5-6=1644/894, 6-7=-15331878, 7-8= 1859/1054, 8-9=-2126/1136,9-11=-2983/1585,11-12=-3249/1587 BOT CHORD 2-21=-857/638, 19-21=-896/638, 18-19=-307/1105, 16-18=-592/1630 14-16=-1001/2268, 12-14=-1304/2791 WEBS 3-19=-979/2109, 5-19=-817/368, 5-18=-164/388, 7-16=-217/321, 8-16=-400/567, 9-16=-849/471, 9-14=-447/568, 11-14=-406/247, 3-21=-2378/987, 6- 8=-720/1067, 7-18=-1206/661 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.s Opf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstl nding 100 lb uplift at joint(s) except at=lb) 21=1170, 12=948. 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 11,7II.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, notI� 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 Qnly. 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 u Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence � r T12082067 J34562 A16 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.00 12 8.13U s Sep 11 2011 Mt I ek Inaustnes, Inc. I nu Sep Z7 U9:U4:Ut5 ZU1 / rage 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-yDhGzRadRQLOIOFXOwMogl UgOC4AT90FIddLHybSUb 46-8-0 1-9-8 Scale = 1:86.9 5x8 = 5x5 = 7 3x6 i e 3x6 i 5 3x6 9 3x6 d 4 10 3x6 � d 3 2x4 I I 00 2x4 I I 2x4 = c� 2 11 cn 011 12 'd 21 20 19 31 1 32 17 16 15 14 13 o _ 3x6 II 3x6 3x = 2x4 II 4x6 — 3x8 = 4x6 2x4 II 4x6 410 = 3x6 = 4-4-4 4-1- 5 11-7-15 116 20-4-0 254-0 29-4-0 36-8-12 44-8-0 4-44 0- - 1 6-10-0 0-115 7-9-1 5-0-0 4-0-0 7 4-12 7-11 4 Plate Offsets X Y -- 7:0-5-4 0-2-8 8:0-2-8 0-2-4 20:0-3-8 0-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.37 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) -0.51 13-15 >938 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.14 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 269 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD I Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 6-18, 7-18, 7-15, 10-15, 3-20 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 21=2406/0-11-5, 11 =1 904/0-8-0 Max Horz 21=493(LC 7) Max Uplift 21-1109(LC 4), 11=-1008(LC 4) Max Grav 21=2406(LC 1). 11=1974(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shot TOP CHORD 2-3=432/760, 3-5=-1900/970, 5-6=-1904/1060, 6-7=-1808/1035, 7-1 8-10=-2479/1351, 10-11=-3251/1726 BOT CHORD 2-21=-596/514, 20-21=-712/514, 18-20=-572/1592, 16-18=-923/216 13-15=-1405/2770,11-13=-1405/2770 WEBS 6-18=-841/1187, 7-18=-1245/729, 7-15=-276/77, 8-15=-474/643, 10 10-13=-254/301, 3-21=-2254/939, 5-20=-539/290, 3-20=-1064/2295 .2162/1259, 15-16=-925/2166, 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=9.Opsf; BC IL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The solid section of the plate is required to be placed over the splice line at joints) 17. 5) Plate(s) at joint(s) 17 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 21=1109,11=1008. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be app ied directly to the top chord and 112" 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 verily the applicability of design parameters and propedy incorporate lh(s design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members nly. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property dama e. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 7j2314. Tampa, FL 36610 Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence 1 T12082068 J34562 A17 ROOF SPECIAL 1 1 Job Reference o tional East Coast -I russ, Ft. Nlerce, FL 34946 8.130 5 Sep 11 2017 rvu i eK uiuusuieb, mc. i nu Sep c i uU.uy. io cu r r rage i I D:ACzXF5ZNyEa—pNQ9dnkZfEyGOD2-JBV909ezYz3e63uDJxWXVu?Nrl t2rjm7PZLOOVybSU W 46-8-0 2-0-0 9 211-0 2-4-0 -2 612-0-0 2i02 -0-72 44-8-0 44.10-8 i 6.11-4 0.�t8 1-9-8 Scale = 1:86.9 5x5 = 5x5 = 6.00 12 6 7 5x5 = 5x8 = 3x6 i 8 3x6 i 5 1 3x6 32 3 0 4 10 3x6 M cS 34 11 2x4 II 3 2x4 II 2x4 = 2 12 m $I 1 13 .o 22 21 20 34 19 3 18 36 17 15 16 14 d 3x6 II 4x10 = 3x6 3x8 = 4x6 4x8 = 3x6 = 2x4 II _ 4x6 4x6 = 4x6 = 4-0-0 4 0 11-8-14 19-0-0 21- -0 27-4-0 31-4-0 37-8-12 44-8-0 4-0-0 0-4-0 7-4-14 7-3-2 2-8 0 5-6-0 4-0-0 6-4-12 6-11-4 Plate Offsets (X.Y)— 16:0-2-8.0-2-41.17:0-2-8.0-2-41.r9:0-6-0.0-2-81.f21:0-3-8.0-2-01 LOADING (Psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.28 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.73 17-19 >664 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.91 Horz(TL) 0.14 12 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 276 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-19, 8-17, 7-19, 7-17 OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 22=2377/0-8-0, 12=1932/0-8-0 Max Horz 22=-464(LC 6) Max Uplift 22=-896(LC 9), 12=-729(LC 9) Max Grav 22=2377(LC 1), 12=2019(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho n. TOP.CHORD 2-3=412/694, 3-5=-2097/682, 5-6=-2062/817, 6-7=1744/797, 7-8=- 115/1249, 8-9=-2659/1005, 9-11=-2763/982, 11-12=3411/1088 BOT CHORD 2-22=-542/491,21-22=-650/518,19-21=-284/2055,17-19=-234/192 ,16-17=-490/2317, 14-16=-763/2926, 12-14=-763/2926 WEBS 3-21=-808/2337, 5-21=-532/280, 5-19=-259/160, 6-19=-180/666, 8-1=-1681/716, 9-17=-133/624, 9-16=-131/418, 11-16=-735/314, 11-14=0/257, 3-22 -2259/928, 7-19=-464/180, 7-17=-650/1726 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 20. 5) Plate(s) at joint(s) 20 checked for a plus or minus 5 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi h any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 22=896, 12=729. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be app�led 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 REFE ENCE 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 andlpropedy incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTek* 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?f2314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence ' ' T12082069 J34562 A18 HIP TRUSS 1 1 Job Reference (optional) East Goasl I fuss, i-2-0-0 Ft. Pierce, FL 34946 6-0-5 10-8-14 17-0.0 8J30 s Sep 11 20i / MI I eK Induslrle5, Inc. Thu Sep 21 09;04:16 2017 rage I I D:ACzXF5ZNyEa_pNQgdnkZfEyGOD2-jmAleAhsquRDzWdo?43E7 Wdu0Eun24PZ5XZ2dgybSUT 23-8-0 29-4-0 ao-9-a 33-4-0 , 38-10-4 44-8-0 i 2 0 0 6-0-5 6-3-2 6-8-0 5-6-0 -5-0 2-7-0 5-6-4 5-9.12 Scale = 1:84.6 5x8 = 6.00 12 5x5 = 6 7 5x5 = 5x8 M18SHS 3x4 3x6 � 8 5 n • d 4 8 9 3x4 d co41 i 10 d d 3 d 4x6 11 • w 2 01 o �1 22 20 29 d 30 b7 16 5x8 24 23 21 19 II N 3x6 II 3x6 _ 3x4 = N 3x6 — 3x8 = N 3x6 = 4x8 = 15 14 13 12 ( 18 2x4 II 6x8 = 4x6 II 2x4 II 334-0 4-40 0 -0 611.14 6-32 6-8-0 7-1-0 -M 1-7-0 5.6-4 5-412 Plate Offsets X Y -- 6:0-5-8 0-2-4 7:0-2-8 0-2-4 12:Ed a 0-3-8 16:0-2-12 0-3- 23:0-3-8 0-2-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.46 17-19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(TL) -0.65 17-19 >742 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(TL) 0.16 12 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix -AS Weight: 289 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except" BOT CHORD Rigid ceiling directly applied. 9-14: 2x4 SP No.3, 16-20: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 6-21. 8-19 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 16 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 12=1784/Mechanical, 24=2390/0-8-0 • Max Horz 24=567(LC 8) Max Uplift 12=1011(LC 4), 24=1079(LC 4) Max Grav 12=1878(LC 14), 24=2390(LC 1) FORGES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show 1. TOP CHORD 2-3=-424/729, 3-5=-1907/929, 5-6=-2065/1070, 6-7=-2167/1175, 7-8 - 2449/1263, 8-9=-2720/1343, 9-10=-3060/1665, 10-11=-2177/1179, 11-12=-1818/�26 BOT CHORD 2-24=-579/506, 23-24=-791/510, 21-23=-112811625, 19-21=-1194/17�2, 17-19=-1829/2912, 16-17=-1829/2912, 14-16=-216/310, 9-16=-672/1014 WEBS 3-23=-1065/2323, 5-23=-634/307, 5-21=-1061293, 6-19=-340/690, 7-19=-428/629, 8-19=-1309/611, 10-16=-339/844, 10-13=-1222/499, 3-24=-2256/919J 11-13=-968/1855, 8-16=-610/264,13-16=-1043/2000 1 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chard live load noncoi any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=1011, 24=1079. 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 REFERFrNCE PAGE 11,7II-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damagg. 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 2F314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence A r T12082070 J34562 A19 HIP TRUSS 1 1 Job Reference (optional) East Coast 1 russ, Ft. Pierce, FL 34946 8.130 s Sep -I -I 20i r wu i ex m0usine5, trtc. Thu Sep 21 uavv.cu cu i r rdye r ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-cXQpUYkMu7xeSBxZEv8AHMobirl4 uE909XFmbybSUP -2-0.0 7.9-4 9-8-14 15-0-0 20-4-0 2-0 31-4-0 35-4-0 39-10.4 44-8-0 5-8 2-0-0 7-9-4 1-11-10 5-3-2 5-4-0 5-4-0 5-e-0 4-0-0 4-6-4 4-9.12 Scale = 1:83.1 6.00 15x8 2 = 2x4 II 5x8 = 6 7 8 3x4 i - 5x8 M18SHS 3x6 5x5 = 5 9 4 4x6 � TV 11 3x4 11 n 3 4x6 12 2 $I 1 o -a 8 n � o 27 26 25 24 31 23 22 21 d �1 � d 3x6 II 4x8 = 3x6 = 3x4 = _ N 5: = v N 3x8 = 3x6 3x4 — — 3x6 —_ 16 15 14 13 20 2x4 11 2x4 11 4x8 = 3x6 I I I_A4 11 31-9-0 4-0-0 0 5-0-14 5-3-2 5-0-0 5-4-0 r 5-1-0 0-7 3-7-0 46-0 4-9-12 0-SO Plate Offsets (X,Y)— [6:0-6-0,0-2-81,[8:0-6-0 0-2-81 [9:0-2-12,0-2-41,[10:0-2-8,0-2- 1,[17:0-2-8,0-3-0] [26:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.34 19-21 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) -0.53 19-21 >906 180 M18SHS 2441190 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(TL) 0.22 13 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS Weight: 303 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD i 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied. Except: 9-19: 2x4 SP No.3 4-8-0 oc bracing: 18-19 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-23. 9-21 JOINTS 1 Brace at Jt(s): 17 recommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer [MiTek tallation guide. REACTIONS. (lb/size) 13=1783/Mechanical, 27=2391/0-8-0 Max Horz 27=464(LC 7) Max Uplift 13=978(LC 4). 27=-1087(LC 4) Max Grav 13=1839(LC 14), 27=2391(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho n. TOP CHORD 2-3=441/772, 3 5=-1745/862, 5 6=-2050/1065, 6-7=-2235/1215, 7-8r-2235/1215, 8-9=2722/1384, 9-10=-2794/1539, 10-11=-3090/1643, 11-12=-2024 1082, 12-13=-1789/906 BOT CHORD 2-27=-625/526, 26-27=-708/530, 24-26=-861/1489, 23-24=-992/175 , 21-23=-1320/2344, 19-21=-1817/3356, 18-19=-1621/3349, 17-18=-1621/3349 WEBS 5-26=-766/341, 5-24=-176/437, 6-23=-438/886, 7-23=401/192, 8-23r--312/129, 8-21=-595/1047, 9-21 =-1 380/655, 10-17=694/1085, 3-26=-1047/227II8, 3-27=-2268/920, 12-14=-928/1790, 11-14=-1335/571, 9-17=-993/498, 14-17=-914/18g0, 11-17=-453/1095 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 22. 6) Plate(s) at joint(s) 22 checked for a plus or minus 5 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of with tanding 100 lb uplift at joint(s) except (jt=lb) 13=978, 27=1087. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsurr sheetrock be applied directly to the bottom chord. ®WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFE ENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. met 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 an properly incorporate this design Into the overall , pq building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing l;y� iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 ?2314. Tampa, FL 36610 Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence I 1 T12082071 J34562 A20 Roof Special 1 1 Job Reference (optional) East Coast Truss, ht. Pierce, FL 34945 i-2-0-0 , 9-0-0 2-0-0 9-0-0 4-2-0 S.13U s Sep 11 zui / MI I eK Inaustnes, Inc. I nu bep zl uu:u4:z4 zui / rage 1 Scale = 1:82.8 6.00 12 5x8 = 2x4 I I 5x8 = 3x4 i 6 29 7 8 3x6 5 5x8 = 5x5 = 4 9 46 4x6 � 3 1C 11 m 4x8 v 12 ,h 2 l + 30 31 20 16 5x o 25 24 2322 21 19 18 17 ¢ N 3x6 II 4x8 = 3x6 = 3x8 = 3x4 = 2x4 II 3x8 = 3x6 _ 3x4 = 4x6 = 1514 13 2x4 II 5x5 = 4 4-8 9-0-0 13-2-0 20-4-0 27 6-0 33-2-0 37-2-0 40-3-040 9 0 44-8-0 4 4 8 4-7 8 4-2-0 7-2-0 7-2-0 5 8-0 4-0-0 3-1-0 0- 3-11-0 Plate Offsets (X,Y)--[6:0-6-0,0-2-81,[8:0-6-0,0-2-81,[9:0-5-4,0-2-81,[10:0-2-8,0-2-4] [13:0-2-8,0-2-12],116:0-5-12,0-3-0],[24:0-3-8,0-2-01 LOADING (pso SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TP12007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 11-14: 2x4 SP No.3 WEBS 2x4 SP No.3 `Except* 12-16: 2x4 SP No.2 DEFL. in (loc) Weil Lid PLATES GRIP Vert(LL) 0.2818-19 >999 240 MT20 244/190 Vert(TL) -0.63 18-19 >763 180 Horz(TL) 0.32 13 n/a n/a Weight: 276 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except: 10-0-0 oc bracing: 14-16 WEBS 1Row atmidpt B-21,9-19 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 4-8-0 except Qt=length) 13=Mechanical. (lb) - Max Horz 2=423(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 2=-507(LC 18). 1-581(LC 9). 25=-890(LC 9), 2=-361(LC 1) Max Grav All reactions 250 lb or less at joint(s) 2 except 13=1783(L—14), 25=2845(LC 13), 25=2797(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-440/1608, 3-5=1130/481, 5-6=1722/728, 6-7=-2375/983, 7-8—ITT2375/983, 8-9=-2886/1060, 9-10=-2809/1009, 10-11=-3129/1076, 11-12=-3498/1121, 12-13=-1712/563 BOT CHORD 2-25=-14551535, 24-25=-1455/535, 23-24=-172/1086, 21-23=-239/1 J80, 19-21=-563/2475, 18-19=-1023/3625, 17-18=-1022/3628, 16-17=-861/3088 WEBS 5-24=-1132/378, 5-23=-149/843, 6-23=-482/140, 6-21=-403/1258, 7- 1=-578/293, 8-21=-261/85, 8-19=268/1008, 9-19=-1441/557, 9-17=-1252/433, 10-17=-351/1130, 11 -1 7=-470/179, 12-16=-884/3008, 3-25=2699/906, 3-24=-758/2572 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=9.Opsf; BC L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Cantilever left and right exposled ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wii h any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 507 lb uplift at joint 2, 581 lb uplift at joint 13, 890 lb uplift at joint 25 and 507 lb uplift at joint 2. CSI. TC 0.86 BC 0.92 WB 0.98 Matrix -MS ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. '-'�• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not L-•�YtG� 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 ionly. Additional temporary and permanent bracing Mirek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence r T12082072 J34562 A21 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 i-2-0-0 5-9-4 11-0-0 i 17-3-4 r 2-0-0 5-9-4 5-2-12 6-3-4 6.00 12 5x8 = 5 38 39 3x6 3x4 i 4 I 3 �I n 2 h11 O • O 1 0. 26 2 -0 25 24 d N 3x6 = 4x6 2x4 II 2x4 II 3x4 = 2x4 2x4 11 2x4 I I II Or8-B 9-11.8 i 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:04:29 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-rGSCNdrOmu4M1 W71FIoHBGg7BTPxbzYU43DEaZybSUG 3-4-12 29-8-0 35-4-0 39-0-0 40-9-01 44-1 6-1-8 6-3-4 5-8-0 4-0-0 3-11-0 Scale = 1:82.8 2x4 11 3x6 = 3x4 = 5x8 = 6 7 8 40 9 23 3x8 = 22 21 20 3x4 = 4x6 = 3x4 = 5x5 = 5x8 = 10 3x4 12 4x8 13 19 18 4x6 = 4x6 — 1615 14 t2x4 a_0.0 5x51 = r6x8 y p-p 11 23-4-12 37-3-0 36- 1-8-8 4-0-12 3-10-126-3-0 6-1-8 6-34 5-8-0 0.11 2-1-0 1-SO 3-11-0 1-0-0 Plate Offsets X,Y -- 5:0-6-0 0-2-8 9:0-5-8 0-2-4 11:0-6-0 0-2-8 14:0-2-8 0-2-1 17:0-5-8 0-3-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.41 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(TL) -0.89 20-22 >597 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(TL) 0.47 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 288 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E "Except* TOP CHORD 4-5,1-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP 285OF 1.8E "Except* WEBS 14-16: 2x4 SP No.2, 11-18,27-32: 2x4 SP No.3 JOINTS WEBS 2x4 SP No.3 "Except* 13-17: 2x4 SP No.2 REACTIONS. (lb/size) 2=2161/0-8-0, 14=2004/Mechanical Max Horz 2=375(LC 7) Max Uplift 2=-813(LC 9), 14=-669(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPC,HORD 2-3=3795/1269, 3-5=-3384/1211, 5-6=-3807/1420, 6-8=-3807/1420, 8-9=4012/1487, 9-10=-4067/1428, 10-11=-5281/1818, 11-12=-3812/1300, 12-13=-40 0/1305, 13-14=-1966/657 BOT CHORD 2-26=-937/3308, 25-26=-937/3308, 23-25=-746/2963, 22-23=-1097/4 12, 20-22=-955/3593, 19-20=-1609/5348, 18-19=-951/3429, 17-18=-102 /3606 WEBS 3-25=-503/219, 5-25=-80/401, 9-20=-279/978, 10-20=-1966/730, 9-22=-191/726, 5-23=-379/1217, 8-22=-363/164, 6-23=-455/230, 8-23=-349/92, 10-19=-12481493, 11 -1 9=-773/2265, 13-17=-1034/3505, 12-18=320/118 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 10-20. 8-23 1 Brace at Jt(s): 26 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=9.0psf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. It; 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) The solid section of the plate is required to be placed over the splice line at joints) 2 . 5) Plate(s) at joint(s) 21 checked for a plus or minus 4 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 813 lb uplift at joint 2 and 669 lb uplift at joint 14. 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 REFER NCE PAGE M -.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, a d 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' l.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MVO 1 IC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIffPl1 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 212314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence ' T12082073 J34562 A22 HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 -2-0-0 4-9-4 9-0-0 2-0-0 4-9-4 4-2-12 5-9-5 8.13U s Sep 11 ZU1 / MI I eK Industries, Inc. I nu Sep zi U9:U4:34 ZU1 I Nage 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-CDG5QKv8bQif8H?F2sOTrJN?kUBIGCDDEKW?GnybSUB 0-6-11 26-0-0 31-1 0 34-5-8 i 39-5-0 44-8-0 5-9-5 5-9-5 5-4-0 2-9-85-3-0 Scale = 1:81.6 3x8 = 5x8 = 2x4 II 3 = 2x4 II Sx8 = 6.o0 12 4 37 38 5 6 7 8 39 40 9 2x4 5x5 = 5x8 = 3x4 10 11 12 3 d M d_ M 2 a5 . o -0. • -D. 25 2; 11 2tr 23 d 21 Bx d 22 w N 2x4 I I 3x6 = 3x8 M18SHS = 2x4 11 2x4 11 2x4 II 3x10 - 19 18 17 16 15 14 13 2x4 11 2x4 II 2x4 II 48 = 4x6 _ 4x8 = 3x6 II 2x4 I I 018-8 9-11-8 I 1-8-8 4-9-4 9-0-0 118 14-9-5 17-8-0 20-6-11 26-4-0 2 -4- 31-8-0 34-5-8 39-5-0 44-8-0 3-0.12 4-2-12 0-8 5-1-5 2-10.11 2-10-11 5-9-5 1-0- 4- -O 2-9-8 4-11-8 5-3-0 Plate Offsets (X,Y)- [4:0-6-0,0-2-81,[9:0-6-0,0-2-81,[10:0-5-4,0-2-81,[14:0-1-12,0-1181,[17:0-2-12,0-1-81,[20:0-3-12,0-3-41 LOADING (pst) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP 2850F 1.8E *Except* 8-18,26-31: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 17-20,9-20: 2x6 SP DSS DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) 0.41 20-21 >999 240 MT20 244/190 Vert(TL) -0.93 20-21 >574 180 M18SHS 244/190 Horz(TL) 0.30 13 n/a n/a Weight: 316 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 12-13, 7-20, 10-14 JOINTS 1 Brace at Jt(s): 25 [MiekTrecommends that Stabilizers and required cross bracing installed during truss erection, in accordance with Stabilizer tallation guide. REAETIONS. (lb/size) 13=2005/Mechanical, 2=2169/0-8-0 Max. Horz 2=406(LC 7) Max Uplift 13=-669(LC 9), 2=-81 O(LC 9) FORQES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shov It. TOP CHORD 2-3=-3790/1250, 3-4=-3533/1235, 4-5=-4335/1549, 5-7=-4335/1549, 7-8=-4691/1650, 8-9=-4663/1642,9-10=-3174/1186, 10-11=-1798/714,11-12=-179814,12-13=-1953/692 BOT CHORD 2-25=-961/3305, 24-25=-961/3305, 23-24=-845/3129, 21-23=-1426/907, 20-21=-1426/4907,8-20=-422/217,15-17=-896/3037,14-15=-895/3 38 WEBS 3-24=-300/135, 4-24=-49/316, 7-20=-392/99, 17-20=-844/3065, 9-20-826/2783, 9-17=-894/201, 10-17=-502/233, 10-14=-1791/593, 11-14=-400/224,r2-14=-84212528, 5-23=-407/207, 7-21=0/273, 4-23=-507/1600, 7-23=-781/234 CS1. TC 0.49 BC 0.50 WB 0.96 Matrix -AS 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=9.Opsf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 669 lb uplift at joint 13 and 810 lb uplift at joint 2. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall r 1�' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersl 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 ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 h Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence ' ' T12082074 J34562 A23 HALF HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, 1-2-0-0 1 2-8-0 2 6.00 12 Ft. Pierce, FL 34946 7-0-0 14-7- -4-7 i 22-1-2 40 7-7-7 7-5-11 5 .1du s bep 11 ZUl / Nil I eK Inausine5, Inc. I nu bep z i uu:u4:so ZV I t rage I NyEa_p N Q9d nkZfEyGOD2-4_VcGiyfffC5cvJOH hTP 09YbU6QgCOjp9yu CPYyb S U7 4 37-0-9 i 44-E-0 i 1 7-5-11 7.7.7 , Scale = 1:80.2 3x6 = 5x5 = 3x8 = 3x6 = 2x4 II 3x4 = 4x4 = 4x6 = 3 28 294 5 6 30 731 8 9 10 M y 0 2 cn m11 3 20 0- IN • 21 5x8 = 3x6 = 2x4 24 22 19 18 17 32 16 15 33 14 13 '34 12 35 11 1 2x4 II 6-3-8 3�C4 II 3x6 —5x6 = �2, 3x8 = 4x6 —_ 4x4 = 4x6 —_ 4x6 = 4x6 II ' 1-8-8 3-9-4 0 0-8- -11- 3-2-12 7-7-7 7-5-11 7-5-11 7- 5-11 7-7-7 1 0.0 1-1-4 Plate Offsets X Y -- 2:0-2-B 0-1-8 3:0-2-12 0-1-12 11:Ed a 0-3-8 17:0-3-0 0- -0 20:0-5-8 0-3-4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.40 16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.87 16-17 >616 180 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 279 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 285OF 1.8E `Except` BOT CHORD Rigid ceiling directly applied. Except: 2-20: 2x4 SP No.1, 3-19: 2x4 SP No.3 6-8-0 oc bracing: 2-23 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 10-11, 10-12, 17-20, 4-20 10-12,9-14,4-16,7-16,17-20: 2x4 SP No.2 JOINTS 1 Brace at Jt(s): 20, 21 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REAETIONS. (lb/size) 11=1989/Mechanical, 2=2185/0-8-0 Max Horz 2=372(LC 7) Max Uplift 11=672(LC 9), 2=-807(LC 9) Max Grav 11=1996(LC 13), 2=2189(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when show . TOP CHORD 2-3=-3645/1188, 3-4=-3270/1166, 4-6=-4023/1484, 6-7=-4023/1484,-9=-3611/1344, 9-10=-2350/902, 10-11=-1916/697 BOT CHORD 2-23=-878/3171, 21-23=-878/3171, 20-21=-928/3285, 16-17=-1076/3 43, 14-16=-1097/3611,12-14=-655/2316,19-20=0/262,3-20=-327/1248I WEBS 10-12=-954/2824, 9-12=-1532/610, 4-17=-781/329, 9-14=-551/1628, 4-16=-1991628, 7-14=-822/374, 6-16=-516/268, 7-16=-174/513, 17-20=-1076/3533, 41120=-476/174 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=9.0psf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 1 . 5) Plate(s) at joint(s) 15 checked for a plus or minus 4 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit[t any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 672 lb uplift at joint 11 and 807 lb uplift at joint 2. 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 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 iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIJ 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 J34562 GHO Lot 7 Spec.Residence L t T12082075 J34562 A24 HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2-4-0 ' 8-0-4 7-10-8 6x6 = 6.00 12 4x8 = 3 428 29 d ? 2 ll al 1 0 3 20 21 3x8 = 5x8 = 24 22 19 18 17 � ���gq2��x4gg 2x4 /i 3x4 = 6x8 WB ��= II 1-8-8 2-94 -11 2-2-12 8-0-4 7-10-8 4x8 = 2x4 I I 5 6 8.130 S Sep 11 2U17 Mll ek Industries, Inc. I Mu Sep 21 09:U4:42 2U77 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-zml753?AjtjW5WcnWXXLA?iKBjnP8rXO3asQYJybSU3 28-9-0 36-7-12 44-8-0 7-10-8 7-10-8 8.0-4 4x4 = 4x8 = 7 308 16 15 14 13 x8 = 3x8 M18SHS = 4x4 = 4x6 = 7-10-8 7-10-8 Scale = 1:80.2 4x4 = 5x6 = 9 10 12 11 3x10 = 3x6 II 8-0.4 0 d N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.39 14-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.87 14-16 >613 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.88 Horz(TL) 0.16 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 298 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP DSS 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E 'Except 8-5-0 oc bracing: 2-23 3-19: 2x4 SP No.3 WEBS 1 Row at midpt 10-11, 10-12, 4-20 WEBS 2x4 SP No.3 `Except` JOINTS 1 Brace.at Jt(s): 20, 21 10-12,9-14,4-16,7-16: 2x4 SP No.2, 17-20: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REABTIONS. (Ib/size) 11=1990/Mechanical, 2=2185/0-8-0 Max Horz 2=298(LC 7) Max Uplift 11=-672(LC 9), 2=-807(LC 9) FORQES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when sho TOP CHORD 2-3=-3526/1131, 3-4=-3430/1191, 4-6=-4978/1781, 6-7=-4978/1781, 7-9=-4590/1651, 9-10=-2982/1106, 10-11=-1914/694 BOT CHORD 2-23=-853/3093, 21-23=-853/3093, 20-21=-963/3351, 16-17=-1300/4130, 14-16=-1451/4590, 12-14=-907/2982, 3-20=-409/1436 WEBS 10-1 2=-1 140/3383, 9-12=-1509/611, 4-17=-874/378, 9-14=-626/1849 4-16=-324/991, 7-14=-758/357, 6-16=-544/281, 7-16=-167/446, 17-20=-1311/4116, W20=-821/324, 3-21=-377/160 1 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=9.Opsf; Bi Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exl DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of witl at joint 2. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be a sheetrock be applied directly to the bottom chord. Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; end vertical left and right exposed; Lumber any other live loads. is where a rectangle 3-6-0 tall by 2-0-0 wide ing 672 lb uplift at joint 11 and 807 lb uplift directly to the top chord and 112" gypsum AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members Pnly. Additional temporary and permanent bracing i�i 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 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 City Ply J34562 GHO Lot Spec.Residence ' r T12082076 J34562 A25 HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2-0-0 • 2-8-0 6.00 12 Sx8 3 M 2 w v1 1 O 0 24 3 M 3x6 = • 25 22 21 4x6 = 7x10 = 1:44 I I 2x4 I I 1-8-8 3-0-0 7-0-8 6-10-12 6x8 = 6x8 = 4x6 = 4 29 30 5 6 20 19 18 6x8 = 4x4 = 6x8 M18SHS = 10-0-8 16-11-4 7-0-8 6-10-12 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:04:46 2017 Page 1 ID:ACzXF5ZNvEa DNQ9dnkZfEvGOD2-rX exR2am6Dva7wZINcHKrtl3K6o4ia Codh4vbSU? 6-10-12 Scale = 1:80.2 3x6 II 7 6x8 = 4x6 = 4x6 = 831 9 32 10 6x8 = 11 17 16 4x8 = 7x8 WB = 15 14 13 4x6 = 5x8 = 4x8 = 12 3x8 II 6-10-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.42 17-18 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.89 17-18 >603 180 BCLL 0.0 Rep Stress Incr YES WE 0.61 Horz(TL) 0.10 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -AS LUMBER- BRACING - TOP CHORD 2x8 SP DSS *Except* TOP CHORD 1-3: 2x4 SP 285OF 1.8E BOT CHORD BOT CHORD 2x6 SP DSS *Except* 2-23: 2x4 SP 285OF 1.8E, 3-21: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 11-13,10-15,4-18,6-17,20-23,4-23: 2x6 SP DSS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=1989/Mechanical, 2=2185/0-8-0 Max Horz 2=222(LC 7) Max Uplift 12=-671(LC 9), 2=-808(LC 9) Max Grav 12=1989(LC 17), 2=2185(LC 1) FORdES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3637/1146, 3-4=-3439/1125, 4-6=-6243/2181, 6-7=-6631/2311,-9=6631/2311, 9-10=-5742/2012, 10-11=-3561/1276, 11-12=-1916/688 BOT CHORD 2-24=-889/3202, 23-24=-887/3198, 21-23=-260/155, 3-23=-384/1401, 18-20=-153414742, 17-18=-2033/6243, 15-17=-1865/5742, 13-15=-1128/3561 WEBS 11-13=-1318/3907,10-13=-1558/618,4-20=-1125/452,10-15=-817/2121,4-18=-559/1686, 9-15=-908/393, 6-18=-633/296, 9-17=-331/986, 6-17=-222/436, 7-17q-479/249, 20-23=-1486/4604, 4-23=-1265/527, 22-24=-110/344 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=9.Opsf; BC[ Cat. II; Exp C.; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expo DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The solid section of the plate is required to be placed over the splice line at joint(s) 6) Plate(s) at joint(s) 16 checked for a plus or minus 2 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all a will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of with at joint 2. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be aI sheetrock be applied directly to the bottom chord. PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 386 lb FT = 0% Structural wood sheathing directly applied, except end verticals Rigid ceiling directly applied. Except: 8-3-0 oc bracing: 2-24 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; end vertical left and right exposed;.Lumber It.) any other live toads. m where a rectangle 3-6-0 tall by 2-0-0 wide Ing 671 lb uplift at joint 12 and 808 lb uplift directly to the top chord and 1/2" gypsum WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERE CE 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, ar+d is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII IQuality 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 J34562 GHO Lot 7 Spec.Residence s r T12082077 J34562 A26G HALF HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:04:53 2017 Page 1 ID:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-8tvHPg737G5zwCyvfLEw7KgE79f8Dpf0bol VQAybSTu 20-12 0-11 4-1-0 5-0-8 V8 2-0-15 2-11-9 4-38 2-11-15 0-1-12 5-57 Scale = 1:78.7 6.00 12 5x5 = 3x4 II 3x4 = 2x4 II 3x6 = 3x10 = x4 II 5x6 = 3x4 = 3x4 = 3x6 = 3x4 = 4x8 = TT 2 3 28 29 4 30 31 5 32 633 7 34 35 36 8 37 38 9 39 10 4041 42 11 43 44 12 13 45 46 14 1 _*'� I Z52 I 27 26 25 23 22 20 19 17 16 15 47 48 49 50 51 24 52 53 54 55 56 21 57 56 59 18 60 61 62 63 64 5x5 = 3x4 = 3x10 =3x6 — 2x4 II 5 12 — 3x4 = 3x4 — 3x4 = 4x8 = 3x6 II 3x6 = — 4x6 = 5-0-8 5-0-8 5-0-8 4-8-14 0-310 4-5-14 3-1-11 15-5-7 5-5-7 5-7-3 Plate Offsets (X,Y)-- [3:0-2-8,0-2-41,[9:0-2-4,0-3-01,[16:0-3-8,0-2-01,[22:0-6-0,0-3-07 [27:0-2-4,0-2-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.16 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.34 17-19 >852 180 BCLL 0.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.07 15 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 248 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E "Except' TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins, 1-3: 2x4 SP No.2 except end verticals. BOT CHORD 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-22, 9-22 14-15,2-27: 2x6 SP No.2, 8-22: 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Iti/size) 15=1374/Mechanical, 27=1201/0-7-4, 22=3807/0-3-8 Max Horz 27=167(LC 5) Max Uplift 15=-478(LC 5), 27=-509(LC 9), 22=-1333(LC 9) Max Grav 15=1425(LC 27), 27=1250(LC 25), 22=3969(LC 25) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 3-4=-1471/543, 4-5=-1441/544, 5-7=-1441/544, 7-8=-936/2929, 8-9=936/2929, 9-10=-254/113, 10-11=-1756/618, 11-13=2941/1019, 13-14=-2392/838, 14-15=-1324/497, 2-27=-383/398 BOT CHORD 26-27=-194/287, 25-26=-461/1472, 19-20=-609/1737, 17-19=-1007/2 20, 16-17=-822/2369 WEBS 8-22=-599/324, 7-22=-3190/1075, 3-26=-488/1411, 3-27=964/339114L-16=-837/2501, 9-22=-3530/1187, 13-16=-856/426, 13-17=-204/609, 10-20=-1937/651, 10-19=148/748' 11-19=-1309/442, 7-23=0/298, 4-26=-533/320, 5-25=-543/305, 7-25-1569/1688, 9-20=-358/1323 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expos d ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all ar as 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 478 lb uplift at joint 15, 509 lb uplift at joint 27 and 1333 lb uplift at joint 22. Continued on page 2 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA Quality Criteria, DSB-89 and BCSI Building Component 212314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence 0 T12082077 J34562 A26G HALF HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 NOTES- 7) Hanger(s) or other connection device(s) shall be provided sufficient to support cons 3-0-12, 162 lb down and 115 lb up at 5-0-12, 162 lb down and 115 lb up at 7-0-12 down and 115 lb up at 13-0-12, 162 lb down and 115 Ib up at 15-0-12, 162 lb dow lb up at 21-0-12, 162 lb down and 115 lb up at 23-0-12, 162 lb down and 115 lb ul 29-0-12, 162 lb down and 115 lb up at 31-0-12, 162 lb down and 115 lb up at 33-C lb down and 115 lb up at 39-0-12, and 162 lb down and 115 lb up at 41-0-12, and down at 3-0-12, 54 lb down at 5-0-12, 54 lb down at 7-0-12, 54 lb down at 9-0-12 17-0-12, 54 lb down at 19-0-12, 54 lb down at 21-0-12, 54 lb down at 23-0-12, 54 31-0-12, 54 lb down at 33-0-12, 54 lb down at 35-0-12, 54 lb down at 37-0-12, 54 chord. The design/selection of such connection device(s) is the responsibility of Ott 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as fr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=70, 2-3=-70, 3-14=70, 15-27=20 Concentrated Loads (lb) Vert: 6=-68(F) 26=-34(F) 16=34(F) 9=-68(F) 13=-68(F) 20=-34(F) 12=-68( 35=-68(F) 36=-68(F) 37=-68(F) 38=-68(F) 39=-68(F) 40=-68(F) 42=-68(F) 51=-34(F) 52=-34(F) 53=-34(F) 54=-34(F) 55=-34(F) 56=-34(F) 57=-34(F) 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:04:53 2017 Page 2 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-8tvHPg737G5zwCyvfLEw7KgE79f8Dpf0bol VQAybSTu �ntrated load(s) 162 lb down and 115 lb up at 2-0-12, 162 lb down and 115 lb up at 162 lb down and 115 lb up at 9-0-12, 162 lb down and 115 lb up at 11-0-12, 162 lb and 115 lb up at 17-0-12, 162 lb down and 115 lb up at 19-0-12, 162 lb down and 115 at 25-0-12, 162 lb down and 115 lb up at 27-0-12, 162 lb down and 115 lb up at 12, 162 lb down and 115 lb up at 35-0-12, 162 lb down and 115 lb up at 37-0-12, 162 62 lb down and 115 lb up at 43-0-12 on top chord, and 54 lb down at 2-0-12, 54 lb 54 lb down at 11-0-12. 54 lb down at 13-0-12, 54 lb down at 15-0-12, 54 lb down at b down at 25-0-12, 54 lb down at 27-0-12, 54 lb down at 29-0-12, 54 lb down at b down at 39-0-12, and 54 lb down at 41-0-12, and 54 lb down at 43-0-12 on bottom (F) or back (B). 23=-34(F) 4=-68(F) 7=-68(F) 28=-68(F) 29=-68(F) 30=-68(F) 31=-68(F) 32=68(F) =-68(F) 44=-68(F) 45=-68(F) 46=-68(F) 47=-34(F) 48=-34(F) 49=-34(F) 50=-34(F) =-34(F) 59=-34(F) 60=-34(F) 61=-34(F) 62=-34(F) 63=-34(F) 64=-34(F) I ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFE ENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown,rand is for an individual building component, not�r , a truss system. Before use, the building designer must verify the applicability of design parameters aill property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web an chord membeonly. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly dame. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see pNSIR 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, VP122314. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence T12082078 J34562 B01G COMMON GIRDER 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ID:ACzXF5e -2-0-0 -0 2 8 5-0-12 7- 1-8 11-8-0 5-0-12 2-10-12 3-8-8 5x8 M18SHS I I 6.00 12 5 7x6 i 4 • 3x8 G 3 1x4 II 2 M 1x4 II � 1 25 7x14 M� HS 4x8 = HUS26 6.13U s bep 11 zui I MI I eK mausines, Inc. I nu bep z i ua:uo:uu zu I i rage I VyEa_pN Q9d nkZfEyGOD2-RD gwtDDSTP_zF H_FaJsZvoSKKztmM_o2CN DNAGyb STn 15-4-8 18-3-4 23-4-0 23 8 25-4-0 3-8-8 2-10-12 5-0-12 0. -8 7x6 6 3x8 7 26 14 27 13 28 29I 12 30 31 11 32 10 8x8 = 8x8 = 1Ox10 M18SHS = HUS26 8x8 = 8x8 = HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 HUS26 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 TCDL 15.0 Lumber DOL 1.25 BC 0.99 BCLL 0.0 Rep Stress Incr NO WB 0.89 BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-4,6-9: 2x4 SP 285OF 1.8E BOT CHORD 2x8 SP DSS WEBS 2x4 SP No.3 *Except* 5-12: 2x4 SP No.1, 4-13,6-11,2-14,8-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=10728/0-8-0, 8=8641/0-8-0 Max Horz 2=302(LC 7) Max Uplift 2=4741(LC 9), 8=-3272(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show TOP CHORD 2-3=-21315/8967, 3-4=-17641/7031, 4-5=-13474/5203, 5-6=-13474/E 6-7=-16954/6349,7-8=-18752/6885 BOT CHORD 2-14=-7853/19048, 13-14=-7853/19048, 12-13=-6069/15861, 11-12= 10-11=-5975/16728,8-10=-5975/16728 WEBS 5-12=-4482/11679, 4-13=-2500/5543, 6-11=-155714588, 7-10=-624/1 3-14=-2275/4101, 3-13=-4298/2390, 4-12=-5455/2521, 6-12=-4564/1 DEFL. in (loc) I/defl Ud Vert(LL) 0.3612-13 >772 240 Vert(TL) -0.70 12-13 >399 180 Horz(TL) 0.19 8 n/a n/a BRACING- Scale = 1:47.3 8 1x4 II 1x4 II 9 d 7x14M18SHS � L 4x8 = PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 370 lb FT = 0% TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-3-6 oc bracing. 5234, 7-11=-2069/736 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 0-4-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wi h any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4741 lb uplift at joint 2 and 3272 lb uplift at joint 8. 9) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 6-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-2-0 oc max. starting at 2-3-4 from the left end to 16-3-4 to connect truss(es) to front face of bottom chord. 10) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 18-3-4 from the left end to connect truss(es) to front face of bottom chord. JddtfnUE IwIl5h*2 where hanger is in contact with lumber. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEgENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall ii�•jj building design. Bracing indicated is to prevent buckling of individual truss web and/or chord membersl 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/TPl1 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 2314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence " T12082078 J34562 B01G COMMON GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-5=70, 5-9=-70, 2-8=-20 Concentrated Loads (lb) Vert: 10=-1584(F)25=-1764(F)26=-1763(F)27=-1985(F)28=-1991(F) 8.13u s Sept 1 zu17 mt I ek Inaustnes, mC. i nu Sep z1 u9:Ub:uu zu r rage z I D:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-RDgwtDDSTP_zFH_FaJsZvoSKKztmM_o2CNDNAGybSTn 30=-1969(F) 31=-1970(F) 32=-1969(F) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, PAGE 117II.7473 rev. 1010312015 BEFORE USE. land Is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TRI1 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 J34562 GHO Lot 7 Spec.Residence ` ' T12082079 J34562 B02 COMMON 5 1 Job Reference (optional) east toast I mss, 1-9-8 1-9-8 rt. rlerce, rL 59tIgU 6-1-4 3x4 1x4\\4 3 5-6-12 4x4 = 6.00 12 5 12 21 11 26 3x4 = 3x4 = t1.13U s Sep 11 ZUl / MI I eK Inaustrles, Inc. I nu Sep 21 09:Ub:Ub ZU1 / Page 1 nMVNaUwbMujnL80yhM15-nBepwxHblycGM2tCMsSkcs9KN_iX1 PhnMfx8rUybSTi 7-2-12 23-4-0 23 -8 25-0-0 5-6-12 6-1-4 0- -8 1-9-8 10 3x4 = 3x4 6 1 x4 r- 7 LOADING (psi SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.12 10-12 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.29 10-12 >973 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.06 8 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix -AS LUMBER- BRACING- Scale = 1:47.3 8 1x4 II 1x4 II 9 0 PLATES GRIP MT20 244/190 Weight: 118 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1195/0-8-0, 8=1195/0-8-0 Max Horz 2=-302(LC 6) Max Uplift 2=-489(LC 9), 8=-489(LC 9) • Max Grav 2=1219(LC 13), 8=1219(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when showt. TOP CHORD 2-3=-1734/600, 3-5=1542/620, 5-7=-1544/620, 7-8=-1735/600 BOT•CHORD 2-12=-342/1672, 10-12=-99/1083, 8-10=-342/1474 WEBS 5-10=-199/666, 7-10=-438/254, 5-12=-199/665, 3-12=-438/254 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=9.Opsf; BCD=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 = IC opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withst nding 489 lb uplift at joint 2 and 489 lb uplift at joint 8. 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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFER EfJCE 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, a d is for an individual building component, not a truss system. Before use, the building designer must verify the applicability, of design parameters and 0,ropedy 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 R A'Te l.• is always required for stability and to prevent collapse with possible personal injury and property damageFor general guidance regarding the MVO 1 R fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 (Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J34562 GHO Lot 7 Spec.Residence t r J34562 B03 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 3x4 = ts.i3U s tiep i i zui t MI I eK industries, Inc. I nu Jep zi u9:uo:uts zui / Page i ' 5-2-12 1-4-0 5-2-12 5.9-4 0-2-'8 1-9-8 ' - Scale = 1:49.0 6.00 14x4 2 = 4x4 = 5 6 3x4 i 3x4 3x4 i q 7 3x4 3 8 d_ ui 91x4 II 111 1x4 II c 1 10 d 15 14 13 12 11 1x4 II 3x4 = 1x4 II 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.07 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.41 Vert(TL) -0.18 14-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.44 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix -AS Weight: 129 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1195/0-8-0, 9=1195/0-8-0 Max Horz 2=-288(LC 6) Max Uplift 2=-489(LC 9), 9=-489(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 2-3=-1774/589, 3-5=-1273/504, 5-6=-1067/501, 6-8=-1273/504, 8-9=- 774/589 BOT CHORD 2-15=-337/1629, 14-15=-337/1629, 12-14=-115/1083, 11-12=-337/15 3, 9-11=-337/1513 WEEDS 3-14=-629/256, 5-14=-106/335, 6-12=-106/334, 8-12=-632/256 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=9.Opsf; BCD-=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 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 areias where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 489 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. t& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, VA2' 314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence � / T12082081 J34562 B04 HIP 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34945 1 tsj iu s Sep i i zui I MI I eK Inoustrles, Inc. i nu Sep z"i ua:uS:i 1 zui I rage i ' 1-9-8 0-2'8 4-9-4 4-2-12 5-4-0 4-2-12 4-9-4 0-2-B 1-9-8 ' Scale: 1W--1' 44 = 4x8 = 4 24 1 255 6.o0 12 1x4 1x4 3 6 M 0 1x4 II v 1x4 II V/ 7 1x4 II 2 II M U4 II 1x4 d 8 d 1 11 10 9 4x4 = Us = 3x4 = 3x4 = 4x4 = 9-0-0 14-4-0 23-4-0 9-0-0 5-4-0 9-0-0 Plate Offsets (X,Y)— [1:0-2-4,0-a8],[2:0-1-12,0-0-21,15:0-5-4,0-2-01,[7:0-1-12,0-0-2] [8:0-2-4 0-0-81 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) -0.12 9-23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.34 9-23 >826 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -AS Weight: 124 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer Installation nuide. REACTIONS. (lb/size) 2=1195/0-8-0, 7=1195/0-8-0 Max Horz 2=244(LC 7) Max Uplift 2=-489(LC 9), 7=-489(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1760/642, 3-4=-1448/548, 4-5=1244/536, 5-6=-1447/548, 6-7=-1759/643 BOT CHORD 2-11=-400/1603, 9-11=-205/1243, 7-9=-400/1513 WEEIS 3-11=-389/221, 4-11=-60/333, 5-9=-60/332, 6-9=391/221 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=9.Opsf; BCD =3.Opsf; h=16ft; B=6011; L=449ft; eave=46ft; 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 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 489 lb uplift at joint 2 and 489 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 - 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 MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and party incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members o ly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPHIQuality For general guidance regarding the 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 211314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence I. T12082082 J34562 B05G HIP GIRDER 1 1 Job Reference (optional) East Goast I russ, ht. Pierce, FL 3494b -o0 1-9.8 - -8 31-4 3-2-12 4x8 = 4 ts.]3u s Jep 11 zui I NII I etc Inoustrles, Inc. I nu oep z I Vy:Uo: i o zu i i rage I I D: FOzO EfHn MVNaUwb Mujn L80yhM15-zlozEh P U i K?iA1 D KWg8JYA66LQSX616P ut5Dk LybSTX 1x4 II 48 = 30 31 32 5 33 34 35 6 Scale = 1:49.0 6.00 12 1x4 - 1x4 i 3 d L:?7 1x4 II o o A 1x4 II 7 14 11 !1�2 1x4 II 9 Iv 1x4 II 2 39 15 4 3 8 1x4 II d X — 1 36 X — N 9 7 38 16 13 10 3x6 —_ 3x4 = 6x16 = 3x4 = 3X6 = 4xl0 = 3-9-4 7-0-0 11-8-0 16-4-0 19-6-12 23-4-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-4 Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[2:0-5-8,0-0-21,[4:0-5-4,0-2-01,[6:0-5-4,0-2-01,[8:0-5-8,0-0-21 [9:0-24,0-0-81,[13:0-8-0,0-3-41 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 0.73 Vert(LL) 0.25 13-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.45 13-16 >622 180 BCLL 0.0 Rep Stress Incr NO WB 0.55 Horz(TL) 0.13 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 140 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-12 oc purlins. 4-6: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-2-0 oc bracing. BOT CHORD 2x4 SP No.2 'Except' JOINTS 1 Brace at Jt(s): 15 2-13,8-13: 2x4 SP 285OF 1.8E MiTek recommends that Stabilizers and required cross bracing WEBS 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 2=2332/0-8-0, 8=2331/0-8-0 Max Horz 2=-200(LC 23) Max Uplift 2=-1143(LC 9), 8=-1142(LC 9) Max Grav 2=2376(LC 29), 8=2376(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 2-3=-4292/2025, 3-4=-4099/1995, 4-5=-4417/2118, 5-6=-4425/2121, 7=4088/1987, 7-8=-4283/2018 BOT CHORD 2-16=-1637/3883, 13-16=-1539/3710, 10-13=1542/3628, 8-10=-1631/3726, 12-14=-52/269 WEBS 3-16=-321/272,16-17=-431/810,4-17=-426/841,4-15=-356/994, 13-15=412/983, 13-14=-678/278,5-14=-633/281,12-13=-368/872,6-12=-380/1045,10-11=409/768, 6-11=-406/804, 7-10=-322/270 1 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=9.Opsf; BCD=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) The solid section of the plate is required to be placed over the splice line at joint(s) 1 5) Plate(s) at joint(s) 13 checked for a plus or minus 2 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit�t any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1143 lb uplift at joint 2 and 1142 lb uplift at joint 8. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 224 lb down and 175 lb up at 7-0-0, 132 lb down and 101 lb up at 9-0-12, 200 lb down and 100 lb up at 11-0-12, 200 lb down and 100 lb up at 12-3-4, and 132 lb down and 101 lb up at 14-3-4, and 224 lb down and 175 lb up at 16-4-0 on top chord, and 532 lb down and 424 lb up at 7-1-12, 176 lb down and 89 lb up at 9-0-12, 68 lb down and 66 lb up at 11-0-12, 68 lb down and 66 lb up at 12-3-4, and 176 lb down and 89 lb up at 14-3-4, and 532 lb down and 424 lb up at 16-2-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. d®dti4Ri l &Q0Q&6SE(S) section, loads applied to the face of the truss are noted as fro t (F) or back (B). A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED 11711 EK REFERI U PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, apd 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 Qnly. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVfPl1 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 2F314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence � r T12082082 J34562 805G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 S.I:su s Sep 11 2u1 / Mt I eK moUSlnes, Inc. I nu aep z I uu:Uo:-it) Gu-i r rage z I D:FOzOEfHnMVNaUwbMujnL80yhM15-zlozEhPUiK?iAIDKWgBJYA66LQSX616Put5DkLybSTX LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-70, 4-6=-70, 6-9=-70, 24-27=-20, 11-17=-20 Concentrated Loads (lb) Vert: 4=-140(B)6=-140(B)16=-506(B)13=-68(B)10=-506(B)30=-39(B)3?=-123(B)33=-123(B)35=-39(B)36=-171(B)37=-68(B)38=-171(B) A 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 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 BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 32314. Tampa, FL 36610 Job Truss Truss Type Qty Ply 3562 GHO Lot 7 Spec.Residence c r T12082083 �J`ob`Reference J34562 CO1G Roof Special Girder 1 2 o tional test /:oast I russ, t-t. Pierce, t-L 34946 -2-0-0 -0r2.8 11�-8 6.00 12 m rr 1x4 II 2 Mr 1x4 II e o it a e I 5x8 = 4-9-0 1-8-0 6x8 = 6x8 3 14 3x6 II HUS26 8.13U s Sep 11 ZU1 I MI I etc Industries, Inc. I nu Sep z1 U9:Ub:21 ZU1I Yage 1 =OzOEfHnMVNaUwbMujnL80yhM15-JGbsHPTdXsd_HW5HIDkUFDq?5R2xnT6818p_PYybSTS 8-6-0 i 10-7-0 13-3-8 16-3-8 2-1-0 2-1-0 2.8-8 3-0-0 5x6 = Special it 5 25 _ HUS26 ' HUS26 2x4 II 5x8 = 24. 7x8 = 6 7 HUS26 8 21 3x6 = 3x6 = o 12 29 11 = 7x8 = 5x5 = Scale = 1:33.3 10 30 9 6x10 = 5x14 M18SHS I I Plate Offsets (X,Y)—[1:0-2-4,0-0-81,[2:0-4-0,0-1-151,[3:0-6-0,0-2-81,[6:0-1-12,0-5-41,[14:0-4-8,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) 0.18 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(TL) -0.36 11-13 >529 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.95 Horz(TL) 0.07 9 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix -MS Weight: 264 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except' TOP CHORD Structural wood sheathing directly applied or 3-5-5 oc purlins, 4-5,5-6: 2x4 SP 285OF 1.8E, 6-8: 2x6 SP No.2 except end verticals. BOT CHORD 2x8 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 9-9-2 oc bracing. 9-12: 2x8 SP SS WEBS 2x4 SP No.2 *Except* 8-9: 2x8 SP No.2, 3-13,6-11,7-10: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=7457/Mechanical, 2=489310-8-0 Max Horz 2=230(LC 24) Max Uplift 9=-2569(LC 5), 2=-1897(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . TOP CHORD 2-3=-10299/3776, 3-4=-10799/3931, 4-5=-13010/4736, 5-6=-12885/4 66,,6-7=-7169/2519, 7-8=-7157/2514,8-9=-6723/2336 BOT CHORD 2-14=-3460/9164, 13-14=-3512/9291, 11-13=3005/83111 10-11=-391,4/1 1116, 9-10=-270/656 WEBS 3-14=-821/1987,3-13=-934/2761,13-18=-6589/2411,4-18=-6600/21 4, 13-19=-1953/5064, 5-19=-1958/5078, 5-20=-1822/5329, 11-20=-183015353, 11 -21 =-4093/1460, 6-21=-4099/1462, 6-10=-5153/1843, 7-10=-2792/984, 8-10=-2912/8375 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-2-0 oc, 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 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 bacik (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCD =3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) 12. 8) Plate(s) at joint(s) 12 checked for a plus or minus 2 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent witq any other live loads. 10) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. d6tiie(Ar & tpi fz) for truss to truss connections. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERINCE PAGE MII.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, aid 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 nly. Additional temporary and permanent bracing MiTek` is always required for stability and to prevent collapse with possible personal injury and property damage. -For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA Quality Criteria, DSB-89 and BCSI Building Component 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence , r T12082083 J34562 C01G Roof Special Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 NOTES- 12) Provide mechanical connection (by others) of truss to bearing plate capable of w 13) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Old Truss, Single Ply Girder) chord. 14) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1 Od Truss) or equivalent spec to front face of top chord. 15) Fill all nail holes where hanger is in contact with lumber. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support cc 6-5-0, 1730 lb down and 645 lb up at 7-0-12, 155 lb down and 128 lb up at 8-6-1 154 lb down and 109 lb up at 14-1-12 on top chord, and 397 lb down and 294 lb Ito down at 14-1-12 on bottom chord. The design/selection of such connection d, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-6=-70, 6-8=-70, 2-9=-20 r,oncentrated Loads (lb) Vert: 3=-76(B) 4=-146(B) 5=-135(B) 6=-146(B) 14=-1627(F=-1301, 28=-1699(F) 29=-7(B) 30=-30(B) 8.130 s Sep 11 2017 MiTek Industries, Inc. Thu Sep 21 09:05:21 2017 Page 2 ID:FOzOEfHnMVNaUwbMujnL80yhM15-JGbsHPTdXsd_HW5HIDkUFDq?5R2xnT6818p_PYybSTS standing 2569 lb uplift at joint 9 and 1897 lb uplift at joint 2. equivalent at 5-0-12 from the left end to connect truss(es) to front face of bottom at 2-1-0 cc max. starting at 10-11-12 from the left end to 15-0-12 to connect truss(es) :entrated load(s) 165 lb down and 139 lb up at 4-9-0, 190 lb down and 159 lb up, at 1728 lb down and 642 lb up at 9-0-12, and 190 lb down and 159 lb up at 10-7-0, and at 4-9-0, 46 lb down at 6-6-0, 20 lb down at 8-6-0, and 46 lb down at 10-6-0, and 51 ice(s) is the responsibility of others. . 13=-31 (B) 11 =-31(B) 7=-1697(F) 24=-1690(F) 25=-1697(F) 26=-1696(F) 27=-59(B) 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, add 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 ohly. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 2 314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence a T12082084 J34562 D01 ROOF SPECIAL GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Fierce, FL 34946 1-9-8 6.00 12 3x4 i t e 13 3x4 = 3x6 11 8.13U s bep 11 zui / MI i eK Inausines, Inc. I nu bep z I ud:Uo:zo zu I / rage l 3-11-8 1-3-8 ' 4x4 = Scale = 1:33.6 4 3x4 5 3x4 Q 6 4x8 I1 7 12 I^ e 11 10 Sx8 = 9 8 4x4 = 3x6 II HUS26 1-3.8 1 7- -3-0 9-1-8 9- 10-6-0 1-3-8 -4- 7.8 3-10-8 0- -0 1-3-8 Plate Offsets (X Y)— [1:0-2-4,0-0-8),[8:0-4-8,0-1-8) [10:0-0-0 0-1-12) [11:0-1-12 0-2-12j 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 0.73 Vert(LL) 0.01 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.36 Vert(TL) 0.02 11-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.59 Horz(TL) -0.02 11 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix -MS Weight: 70 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 7-0-9 oc purlins, BOT CHORD 2x4 SP No.2 `Except' except end verticals. 6-9: 2x4 SP No.3, 8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-9-9 oc bracing. WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 7-8,7-10: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 13=39610-8-0, 11=1705/0-8-0 Max Horz 13=466(LC 7) • Max Uplift 13=660(LC 26), 11=-621(LC 9) Max Grav 13=536(LC 13), 11=1705(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOrCHORD 2-3=-290/416, 3-4=-189/509, 4-5=-183/519, 5-6=-626/2261, 6-7=-69 /2160, 7-8=-297/1023 BOT CHORD 2-13=-345/359, 12-13=-508/289, 11-12=-2241/698, 10-11=-2266/76 , 9-10=-321/158 WEBS 4-12=-516/56, 5-12=-510/1670, 3-12=-585/362, 3-13=-569/581, 5-1'I -1536/451, 6-11=-268/283, 7-10=-2009/722, 7-9=-1641347 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 alive load of 20.Opsf on the bottom chord in all �reas 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 660 lb uplift at joint 13 and 621 lb uplift at joint 11. 6) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 10-4-4 from the left end to connect truss(es) to front face of bottom chord. 7) Fill all nail holes where hanger is in contact with lumber. 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: 1-4=-70, 4-7=-70, 10-17=-20, 8-9=-20 Continued on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFEPENCE 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 building Indicated properly incorporate this design Into the overall �' design. Bracing 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 damilge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrQ ll Quality Criteria, DSB-89 and BCSI Building Component 6904 Pa rk rke Easl Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 3ast Tampa, Job Truss Truss Type City Ply J34562 GHO Lot 7 Spec.Residence ' f T12082084 J34562 D01 ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 8=-1024(F) 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 21 09:05:25 2017 Page 2 I D: FOzOEfHnMVNaUwbMujnL80yhM15-C1 rN7mW8a57Ql7P2X3pQQ3_f52aRjMgjymnBYKybSTO ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITE. REFERE%ICE PAGE MII.7473 rev, 1010312015 BEFORE USE. sot Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -•�tYCq 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 o ly. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.1 For general guidance regarding the piTek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence 1 f T12082085 J34562 002 COMMON 1 1 Job Reference (optional) Last uOast I russ, Ft. Pierce, FL 34946 1-9-8 6.00 12 2x4 II 3 tx4 II 2 a 1x4 II N 1 3x4 !2x4 5-3-0 S.13U s bep 11 zu1 i MI I eK Inaust ieS, Inc. I nu bep 21 ud:uo:2d zul i rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-ccXWIoYOIOW?cb7dDBM71 icFQGb—ws7Aek?s9eybSTL 10-6-0 5-3-0 4x4 = 4 Scale = 1:21.0 52x4 II 6 3x4 = 7 2x4 11 1-8-0 0-1-13 3-53 3-4-4 0-1-12 1-9-0 Plate Offsets (X,Y)—I1:0-2-4,0-0-81,f2:0-1-12,0-1-81 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(TL) -0.04 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC20141rPI2007 Matrix -AS Weight: 48 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 'Except* MiTek recommends that Stabilizers and required cross bracing 4-8: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 9=633/0-3-9, 7=457/0-3-9 Max Horz 9=146(LC 7) Max Uplift 9=-440(LC 9), 7=-353(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when sho n. WEBS 3-9=387/249, 5-7=-300/197 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=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 withs anding 440lb uplift at joint 9 and 353 lb uplift at joint 7. 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. I ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I1-7473 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 ancl prop ady incorporate this design into the overall p �� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord memberslonly. Additional temporary and permanent bracing fyfiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence � T12082086 J34562 D03 HIP 1 1 Job Reference (optional) Last Uoast I runs, Ft. mefce, FL MU41:5 6.00 12 2x4 II 3 L 0 1X4 II N 1 3x4 = 10 d 2x4 II ts.1JU s Sep 11 zui f MI I eK industries, Inc. i nu 6ep zi U9:uo:3z zui r rage 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-VNm1 bAbXxFOQ5CROS 1 R3CYnxPtxYsf5lZMz3lQybSTH sso 3E11 1-5-5 0-21 0-3-0 Scale = 1:25.2 4x4 = 4 5-6-0 3.0 2x4 I I 5 6 1x4Lij II I� 1x4 II o 7 B 3x4 = 0 2x4 II 1-8-0 0-1-13 3-2-3 04-0 ' 3_6-11 U-2-8 1-2-13 ' 0-3-0 Plate Offsets(X,Y)f1:0-2-4,0-0-8j,f2:0-1-12,0-1-8j,f7:0-2-4,0-0-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.04 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(TL) -0.05 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 8 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix -MS Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x6 SP No.2 *Except* MiTek recommends that Stabilizers and required cross bracing 4-9: 2x4 SP No.3 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation guide. REACTIONS. (lb/size) 8=598/0-5-1, 10=636/0-3-9 Max Horz 10=-158(LC 6) Max Uplift 8=-488(LC 9). 10=-440(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when show . WEBS 3-10=-383/241, 5-8=416/262 NOl'ES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16111; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expos d ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wit 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 withsta ding 488 lb uplift at joint 8 and 440 lb uplift at joint 10. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 pal' 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. IFor general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPN duality 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 J34562 GHO Lot 7 Spec.Residence T1208208 J34562 D04G HIP GIRDER 1 1 Job Reference o tional Last coast I russ, ht. merce, FL 3494b 1-9-8 6.00 12 1x4 II 2 I I 0 1x4 II 1 v 3x4 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 3-0-0 48 = 3 4-6-0 21 22 23 24 6.13U s Sep 11 zu r MI I eK Inoustnes, Inc. i nu Sep z1 u9:Ub:3b zul / rage 1 04 = 4 7 3x4 = 3-0-0 3x4 SPACING- 2-0-0 CSI. I DEFL. in (loc) Vdefl L/d Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.06 7-8 >999 240 Lumber DOL 1.25 BC 0.28 Vert(TL) -0.05 7-8 >999 180 Rep Stress Incr NO WB 0.06 Horz(TL) 0.01 5 n/a n/a Code FBC2014/TPI2007 Matrix -MS 1-9-8 Scale = 1:25.3 co 0 5 1x4 II 6 II d 6 PLATES GRIP MT20 244/190 Weight: 57 lb FT = 0% BRACING - TOP CHORD Structural woad sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-0-9 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=688/0-3-0, 5=687/0-3-0 Max Horz 2=-112(LC 23) Max Uplift 2=-632(LC 9), 5=-632(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-847/801, 3-4=-733/754, 4-5=-848/799 BOT CHORD 2-8=640/749, 7-8=-663/759, 5-7=-630/727 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=9.Opsf; BCDL-3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 2 and 632 lb uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 lb down and 69 lb up at 3-0-0, 87 lb down and 58 lb up at 5-0-12, and 87 lb down and 58 Ib up at 5-5-4, and 87IIb down and 69 lb up at 7-6-0 on top chord, and 200 lb down and 109 lb up at 3-0-0. 15 lb down and 14 lb up at 5-0-12, and 15 lb down and 14 lb up at 5-5-4, and 200 lb down and 109 lb up at 7-5-4 on bottom chord. The design/selection of such connection devicle(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=-70, 3-4=-70, 4-6=-70, 15-18=-20 Concentrated Loads (lb) Vert: 3=-O(B) 4=-O(B) 8=-71(B) 7=-71(B) 21=-O(B) 22=-O(B) 23=2(B) 24=2(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify applicability of design parameters and prop�rly 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 iMiTek• 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 MIN Tampa, FL 36610 Job Truss Truss Type Ply J34562 GHO Lot 7 Spec.Residence �Qty T12082088 J34562 MV2 VALLEY TRUSS 5 1 Job Reference (optional) Last coast I russ, I-t. Fierce, t-L J4846 iV 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 15.0 Lumber DOL 1.25 BC 0.03 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014fTP12007 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=62/2-0-0, 2=48/2-0-0, 3=14/2-0-0 Max Horz 1=38(LC 9) Max Uplift 1=-12(LC 9), 2=-35(LC 9) Max Grav 1=65(LC 13), 2=58(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when NOTES- 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all arel will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain fr capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstai joint 2. u.1Ju s sep 1 l ,u1 I ml1 etc lnausmes, lnc. 1 nu aep z I uS:uo:ao wl I rage -i I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-KX71sDgIX5map7uYoIXTRp 12l i5aGN5eyIQNV3ybSTB 2-0-0 2-0-0 Scale = 1:7.8 2 6.00 12 3 DEFL. in (loc) Vdefl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(TL) n/a n/a 999 Horz(TL) -0.00 2 n/a n/a Weight: 5 lb FT = 0% . BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 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. Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; end vertical left and right exposed; Lumber iy other live loads. where a rectangle 3-6-0 tall by 2-0-0 wide nula. Building designer should verify: ing 12 lb uplift at joint 1 and 35 lb uplift at ®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 -�.,,�Ypq� a truss system. Before use, the building designer must verify the applicability, of design parameters and pro' it Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only,. Additional temporaryand 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, Alexandra, VA 223114. Tampa, FL 36610 Job Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence 1 1 T12082089 J34562 MV2A VALLEY TRUSS 1 1 Job Reference (optional) Last Goast I russ, Ft. Fierce, FL 3494ti I 8.130 s Sep 11 2017 MI I ek Industries, inc. Thu Sep 21 09:05:40 LUl 1 rage i ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-GwF2GviY2i012R2xwjaxWE6Fi51 kHaxPcvUayybST9 -1-0-01-2_, -2- 2-0-0 0-9-8 -2-8 2-0-0 Scale = 1:13.0 3 j 2x4 11 6 00 12 2x4 II • 1 x4 1 . 2 1 C U 1 5 4 2x4 II 1x4 II 2x4 II 2x4 11 2-0-0 Plate Offsets (X,Y)— [1:0-2-4,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.01 1' n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.05 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-R Weight: 16 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=332/2-0-0, 4=-23/2-0-0 Max Horz 5=166(LC 7) • Max Uplift 5=-261(LC 9), 4=-52(LC 5) Max Grav 5=332(LC 1), 4=70(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when show . TOP CHORD 2-5=-296/252 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCE L=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expo ed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 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 261 Ib uplift at joint 5 and 52 lb uplift at joint 4. 1 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN For 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 2P314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence' T12082090 J34562 MV2B VALLEY 1 1 Job Reference (optional) Last coast truss, h[. 19erce, t-L :5484b 1-9-8 u.1 JU s tiep 11 2u1 / MI I eK Inaus[nes, Inc. I nu bep zl uu:Ub:4S zui / rage 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-gVxBvwkQLdOtvunWbr7e8sklyJmrxeKN5a88BHybST6 2- 2-0-0 ?- 2-0-0 Scale = 1:16.6 3 2x4 I I /I m I 1X4 II • 1 1x4 IILJ 5 4 2x4 I 2x4 I I 2-0-0 2-0-0 Plate Offsets X Y -- 1:0-2-4 0-0-8 LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.01 1 n/r 120 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.05 1 n/r 120 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-R Weight: 19 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=332/2-0-0, 4=-23/2-0-0 Max Horz 5=163(LC 5) • Max Uplift 5=-204(LC 9), 4=-111(LC 5) Max Grav 5=332(LC 1), 4=63(LC 6) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-298/240 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL 3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right expose ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with ny 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 204 lb uplift at joint 5 and 111 lb uplift at joint 4. r ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and islfor 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 AN5IITPII 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 223141 Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Lot 7 Spec.Residence < < T72062091 J34562 MV2C VALLEY TRUSS 2 1 Job Reference (optional) fast t;oast I russ, vi. Plerce, 1-L 34V4b LOADING (pso TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 6 0 ts.13U s Sep 11 zui f Mi I ek InGUS[nes, Inc. I nu Sep z1 UU:Ub:46 zU1 / Page 1 I D:ACzXF5ZNyEa_p N Q9d n kZfEyGOD2-54cJXymJeYn RnMV5GzhL mVM GB WoM8?4pnXN pocybST3 H2-1-4 2-1-4 3 2x4 II 0 12 2x4 II 2 5 4 2x4 11 1x4 1' 21 I I 2x4 11 SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.01 1 n/r 120 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.05 1 n/r 120 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a n/a Code FBC2014/TPI2007 Matrix -R I Scale = 1:13.0 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-1-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 5=331/2-1-4, 4=-13/2-1-4 Max Horz 5=165(LC 7) • Max Uplift 5=-258(LC 9), 4=-50(LC 5) Max Grav 5=331(LC 1), 4=66(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=294/249 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL= .Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 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 areasIwhere a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. )))I 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 258 lb uplift at joint 5 and 50 lb uplift at joint 4. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev, 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is tar an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and proped� incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 36610 Job Truss Truss Type Qty, Ply J34562 GHO Lot 7 Spec.Residence T120B2092 J34562 MV2D VALLEY TRUSS 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 112017 MiTek Industries, Inc. Thu Sep 21 09:05:48 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-1 Sk4yeoZA9190ffTOOjprwRlnKVwcvZ6FrsysUybST1 1-6-0 1-" Scale = 1:7.8 2 oo 12 0 1 3 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-P Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=62/1-6-0, 2=4811-6-0, 3=14/1-6-0 Max Horz 1=38(LC 9) Max Uplift 1=-12(LC 9), 2=35(LC 9) Max Grav 1=65(LC 13), 2=58(LC 13), 3=28(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) 1IUnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with ar 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSIrrPI 1 angle to grain four capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstands joint 2: . ; h=16ft; B=60ft; L=449ft; eave=46ft; vertical left and right exposed; Lumber other live loads. sere a rectangle 3-6-0 tall by 2-0-0 wide !a. Building designer should verify 112 lb uplift at joint 1 and 35 lb uplift at AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. ■■■■■■• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for anllindividual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the piTe k• 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. 1 Tampa, FL 36610 Job Truss Truss Type Qty Ply J34562 GHO Loll Spec.Residence T12082093 J34562 MV4 VALLEY TRUSS 1 1 Job Reference (optional) East Coast 1 russ, Ft. Pierce, FL 34946 I 8.130 s Sep 11 2017 MITek Industries, Inc. Thu Sep 21 09:05:51 2017 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-R1 PCafgST4Pkt7023XGWry3BPXTvpFJYxp4aTpybST 4-0-0 4-0-0 Scale = 1:12.8 2 I 2x4 II /I 6.0o 12 0 3 2x4 i 1 2x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.35 BC 0.21 WB 0.00 Matrix-P DEFL. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) -0.00 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% LUMBER- �RACING- TOP CHORD 2x4 SP No.3 CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins, BOT CHORD 2x4 SP No.3 �OP except end verticals. WEBS 2x4 SP No.3 OT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. that Stabilizers and required cross bracing [R,7eslecommendsr be intalled during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=146/4-0-0, 3=146/4-0-0 Max Horz 1=111(LC 7) Max Uplift 1=-45(LC 9), 3=-53(LC 5) Max Grav 1=152(LC 13), 3=167(LC 13) 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=9.Opsf; BCDL=3.Opsf; =16ft; B=60ft; L=449ft; eave=46ft; 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) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any otherllive 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 45 lb uplift at joint 1 and 53 lb uplift at joint 3. ® 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 individualjbuilding component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate tl�iis design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidang regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DS -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. I 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. ^U'T1 fi " I 1 I For 4 x 2 orientation, locate plates 0- 'rid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 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 numberwhere bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESE21988 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 Nil MiTek MiTek Engineering Reference Sheet: MII-7473 rev.10/03/2015 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSUTPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 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 co9sideration.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.