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HomeMy WebLinkAboutTRUSSLumber d These tru gn values are in accordance with ANSI/TPI 1 section 6.3 designs rely on lumber values established by others. MiTek' RE: J35831 - J35831 GHO Lot 98 Murray Residence Site Information: Customer Info: GHO Homes Project Name: Murray Residence Model Lot/Block: 98 Subdivision: Meadowood Address: Lot 98 Meadowood City: Ft. Pierce State: FL Name Address and License # of Structural Ei Name: Address OY20 City, �� ,3 Lf ,f7-0 e o w erg J4 General Truss Engineering Criteria & Design Loading Conditions): Design Code: FBC2017/TP12014 Wind Code: ASCE 7-10 [All HeighIl MITek USA, Inc. 6904 Parke East Blvd. Avalon 1 Iampa, FL 33610-4115 ineer of Record, If there is one, for the building. License #: 05-� 6 State: /:::Z— Dads (Individual Truss Design Drawings Show Special Design Program: MiTek 20/20 8.2 Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This package includes 75 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# I Truss Name I Date I No. Seal# Truss Name Date 1 1 T13841475 -CJ1 4/20/18 118 1 T13841492 --HJ7A 4/20/18 12 1 T138414761-CJ3 1 4/20/18 119 1 T113841493 I A01 G 1 4/20/18 1 13 1 T138414771 -CJ3A 1 4/20/18 120 1 T113841494 I A02 1 4/20/18 1 14 1 T13841478 1 -CJ3B 1 4/20/18 121 1 T13841495 I A03 1 4/20/18 15 1 T13841479 1-EJ2 1 4/20/18 122 1 T113841496 I A04 1 4/20/18 16 1 T13841480 1-EJ5 1 4/20/18 123 1 T113841497 I A05 1 4/20/18 7 1 T13841481 1-EJ5A 1 4/20/18 124 1 T113841498 I A06 1 4/20/18 18 1 T13841482 1 -EJ7 1 4/20/18 125 1 Ti'38414991 A07 1 4/20/18 J 19 1 T13841483 1 -EJ7G 1 4/20/18 126 1 T13841500 I A08 1 4/20/18 110 T13841484 1-EJ8 1 4/20/18, 127 I T18841501 I A09 1 4/20/18 111 1 T13841485 1-EJ8G 1 4/20/18 128 1 T13841502 1 Al 1 4/20/18 1 112 1 T13841486 1-EJ16 1 4/20/18 129 1 T1.38415031 Al 1 4/20/18 113 I T138414871-EJ48 1 4/20/18 130 1 T138415041 Al 1 4/20/18 1 114 1 T13841488 1--EJ48A 1 4/20/18 131 I T1.38415051 A13 1 4/20/18 1 115 I T13841489 1--EJ48B 1 4/20/18 132 1 T13841506 1 Al 1 4/20/18 16 1 T138414901 -EJ48C 4/20/18 133 I T13841507 I A15 1 4/20/18 1 117 1 T13841491 1-HJ5 1 4/20/18 134 1 T13841508 1 Al 1 4/20/18 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss comp gns' ertio that the engineer named is licensed in the jurisdiction(s) ide ' ' n th designs comply 'with ANSI/TPI 1. These designs are based pon a me rs shown (e.g., loads, supports, dimensions, shapes and desi co ), re given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these desig into the overall building design per ANSI/TPI 1, Chapter 2. r ��M ``` 111111/1/I��I �♦. U VFW �,�. 68182 7;�:. STATE OF O R 1.p�`_,�� Jpppppaquin ve z PE No.68182 =ITek USA Inc. FL Cart 6634 04 Park East Blvd. Tampa FL 33610 April 20,2018 OVelez, Joaquin 1 of 2 RE: J35831 - J35831 GHO Lot 98 Murray Residence Site Information: Customer Info: GHO Homes Project Name:Murray Residence Model: Avalon 17 Lot/Block: 98 Subdivision: Meadowood Address: Lot 98 Meadowood t City: Ft. Pierce State: FL No. Seal# I Truss Name I Date 135 IT13841509IA17 4/20/18 136 1 T13841510 1 Al 1 4/20/18 137 I T13841511 I A19 1 4/20/18 138 T13841512 1 A20 1 4120/18 139 T13841513 1 A21 1 4/20/18 140 T13841514 1 A22 1 4/20/18 141 T13841515 1 A23 1 4/20/18 142 1 T13841516 1 A24 1 4/20/18 143 1 T13841517 1 A25G 1 4/20/18 144 1 T13841518 1 B01 G 1 4/20/18 145 1 T13841519 1 B02 1 4/20/18 146 1 T13841520 1 B03 1 4/20/18 147 1 T13841521 1 B04 1 4/20/18 148 1 T13841522 1 B05G 1 4/20/18 149 1 T13841523 1 C01 G 1 4/20/18 150 1 T13841524 1 CO3 1 4/20/18 151 1 T13841525 1 CO3GE 1 4/20/18 152 1 T13841526 1 D01 1 4/20/18 153 1 T13841527 1 D02 1 4/20/18 54 T13841528 1 D03 1 4/20/18 55 T13841529 1 D03A 1 4/20/18 156 1 T13841530 1 D04GE 1 4/20/18 157 1 T13841531 1 E01 1 4/20/18 1 158 1 T13841532 1 E02 1 4/20/18 159 1 T13841533 1 E03 1 4/20/18 160 T13841534 1 E04G 1 4/20/18 161 T13841535 1 E05 1 4/20/18 162 1 T13841536 1 E06 1 4/20/18 163 1 T13841537 1 E07 1 4/20/18 164 1 T13841538 1 E08G 1 4/20/18 166 1 T13841539 1 FG04 1 4/20/18 166 1 T13841540 1 G01 G 1 4/20/18 167 1 T13841541 1 H01 GE 1 4/20/18 168 1 T13841542 1 H02 1 4/20/18 169 1 T13841543 1 H03 1 4/20/18 170 1 T13841544 1 H04 1 4/20/18 171 1 T13841545 1 H05 1 4/20/18 172 1 T13841546 1 MV2 1 4/20/18 173 1 T13841547 1 MV2A 1 4/20/18 174 1 T13841548 1 MV2B 1 4/20/18 175 1 T13841549 1 MV2D 1.4/20/18 2of2 Job' I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841475 J35831 ' —CJ1 JACK -OPEN i6 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:31 2018 Page 1 I D: FOzOEfHnM VN aUwb M ujn L80yh MI5-DZEvQwW 7L? 16Cq qJ B2 H gh LAD8gfOvQwjP hsvL_zOp96 -2-0-0 2-0-0 Scale = 1:9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weill 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(CT) 0.00 10 >999 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 10 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 REACTIONS. (lb/size) 3=-39/Mechanical, 2=340/0-8-0, 4=-67/Mechanical Max Horz 2=113(LC 9) Max Uplift 3=39(1_C 1), 2=324(LC 9), 4=69(LC 13) i 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. 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. 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 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 with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=324. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 8904 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 ®WARNING - Verrfy 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 (ppdividual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incdrporate 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 ANSIITPrI Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841476 J35831 —CJ3 JACK -OPEN 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:32 2018 Page 1 I D:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-hloHeFX16JQzgzPVlmovDZjOu4?4esAteLbStRzOp95 -2-M 3-0-0 2-M 3-0-0 Scale = 1:14.6 M O 0 3-0-0 Plate Offsets (X,Y)— [1:0-2-4,0-0-8] [2:0-1-8,0-1-0] LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 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 0.12 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-8-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=-30(LC 5), 2=-219(LC 9) Max Grav 3=79(LC 13), 2=338(LC 13), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when show . NOTES- i 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) As requested, plates have not been designed to provide for placement tolerances or dough 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 with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=219. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. k® Design valid for use only with MiTeconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSIITPII1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobs X Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841477 J35B31 ' —CJ3A JACK -OPEN 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:32 2018 Pagel I D:FOzOEfHnMVNaUwbMujnL80yhM15-hloHeFX16JQzgzPVlmovDZjOu4?4esAteLbStRzOp95 -2-0-0 3-0-0 2-0-0 3-0-0 Scale = 1:14.6 Plate Offsets (X,Y)— f1:0-2-4,0-0-81,12:0-1-8,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(ILL) -0.01 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.01 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 17 lb FT = O% ,LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-8-0, 4=17/Mechanical Max Horz 2=166(LC 9) Max Uplift 3=30(1_C 5), 2=219(1_C 9) Max Grav 3=79(LC 13), 2=338(LC 13), 4=45(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 nonconcunent 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 withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=219. i Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101031201E BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Nat building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jot! 1 Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence I T13841478 J35831 ' —CJ3B JACK -OPEN GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft, Pierce, FL 34946 iI 2x4 = 3-0-0 3-0-0 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:33 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-9yMfrbYNtdYgR7_hJTJ8mmFfaUJ_NJQOs?LOPtz0p94 Scale: 1 "=I' LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. I TC 0.17 BC 0.21 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.00 (loc) I/deft Ud 3-6 >999 240 3-6 >999 180 1 n/a n/a PLATES GRIP MT20 244/190 Weight: 10111 FT=0% :LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=162/0-8-0, 2=98/Mechanical, 3=1 71 /Mechanical Max Horz 1=80(LC 9) Max Uplift 1=-16(LC 9). 2=-55(LC 9) Max Grav 1=162(LC 25), 2=113(LC 25), 3=171(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 1 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 withstanding 100 lb uplift at joint(s) 1, 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 166 Ib down at 2-5-0 on bottom chord. The 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 front (F) or'back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced):, Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 3-4=-20 Concentrated Loads (lb) Vert: 7=-166(8) Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verfly 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 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 for MiTek always required stability and to prevent collapse 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 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jobl I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence � T13841479 J35831 ' —EJ2 JACK -OPEN 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:34 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-eBv12xZ7ewgh3HYusBrNl_okNugE6mgA5f4ZyJzOp93 -2-0-0 2-0-0 2-M 2-0-0 Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 10 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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=23/Mechanical, 2=309/0-8-0, 4=-9/Mechanical Max Horz 2=140(LC 9) Max Uplift 3=-14(LC 5), 2=-241(LC 9), 4=9(LC 1) Max Grav 3=32(LC 13). 2=319(LC 13), 4=41(LC 9) 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; 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 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 with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=241. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 69Q4 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 WARNING- Vertfy 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 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 property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841480 J35831 —EJ5 JACK -OPEN 24 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:38 2018 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhMI5-Wv9YuJcWi9B7Yusf5OvJTgzQiVzD2aff OH2m54zOp9? 2-0-0 ` 5-0-0 c� d N cF O Scale = 1:19.5 5-0-0 Plate Offsets (X,Y)— 11:0-2-4,0-0-8j,12:0-1-12,0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.02 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.06 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 23 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=136/Mechanical, 2=397/0-8-0, 4=541Mechanical Max Horz 2=220(LC 9) Max Uplift 3=83(1_C 9). 2=211(LC 9) Max Grav 3=166(LC 13). 2=410(LC 13), 4=88(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=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 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 with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Gt=lb) 2=211. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4'Park@ East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not -�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' k• is always required for stability and to prevent collapse with possible personal Injury and property damage; For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component Blvd. e East Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, 6904 Parke East Job' Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841481 J35831 -EJ5A HALF HIP SUPPORTED 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 oI 6 8110 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:39 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-_5jw6fd8TTJ-92RrtkQY?l VefvP1 n 1 dvFxoKdXzOp9_ 2-M 0-11-4 Scale = 1:17.1 Plate Offsets (X Y)- 11:0-2-4 0-0-8] WO-3-0,0-2-71 LOADING (psi 'SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -0.00 1 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) . -0.03 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.02 ; Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.01 1 n/r 120 Weight: 30lb FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, 4-5: 2x6 SP No.2 except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 10-11: 2x4 SP No.3 REACTIONS. All bearings 5-0-0. (lb) - Max Horz 2=167(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 6, 7, 8 except 2=-248(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 6, 7, 8 except 2=309(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.0psf; h=16ft; B=60ft; L=449ft; eave=2ft; 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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Provide adequate drainage to prevent water ponding. 5) 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. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 7, 8 except (jt=lb) 2=248. Joaquin Velez PE No.68182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN, 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 JOID Truss Truss Type i Qty Ply J35831 GHO Lot 98 Murray Residence T13841482 J35831 —EJ7 JACK -PARTIAL i 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8,210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:39 2018 Page 1 ID:ACzXF5ZNyEa_1NQ9dnkZfEyGOD2-jjw6fd8TTJ_92RrfkQY?1Vb3vCAnOcvFxoKdXzOp9— -2-0-0 5-0-0 7-4-0 2-0-0 5-0-0 Scale = 1:25.0 7.4-0 Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[2:0-2-10,0-1-81 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.10 6-12 >871 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 I Vert(CT) -0.22 6-12 >401 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 35 lb FT = O% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/siie) 4=32/Mechanical, 2=492/0-8-0, 5=274/Mechanical Max Horz 2=283(LC 9) Max Uplift 4=-39(LC 9), 2=-219(LC 9), 5=97(LC 9) Max Grav 4=38(LC 13), 2=51 O(LC 13), 5=316(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-255/3 WEBS 3-6=-350/159 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 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 withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=219. 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. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and ploperiy Incorporate this design Into the overall my building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse 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/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type IQty Ply J35831 GHO Lot 98 Murray Residence T13841483 J35831 —EJ7G JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:40 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-SI HIJ?dmEmRmC01 DRxnYF2poliyWRG2TbXt8zzOp8z i -2-0-0 i 4-11-9 7-0-0 2-0-0 4-11-9 2-0-7 6x6 = 6x6 = Scale = 1:20.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.02 8-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 8-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 I Horz(CT) 0.00 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 40 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 3-5: 2x6 SP No.2 I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=56210-8-0, 4=595/Mechanical, 7=-6/Mechanical Max Horz 2=217(LC 9) Max Uplift 2=-278(LC 9), 4=-227(LC 5), 7=-17(LC 13) Max Grav 2=591(LC 29), 4=635(LC 29), 7=13(LC 22) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown! TOP CHORD 2-3=-488/125, 34=395/131 BOT CHORD 2-8=-136/403 WEBS 4-8=-237/723 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 I=3.Opsf; h=16ft; B=60ft; L'449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to. prevent water ponding. 4) 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) 7 except (jt=lb) 2=278, 4=227. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 162 lb down and 126 lb up at 4-11-9 on top chord, and 342 lb down and 145 lb up at 4-11-9 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). a , LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=-70, 3-4=-70, 4-5=30, 6-12=-20 .onunueu on page z Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: /iRIUM11""W111F ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage.- For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job' I Truss Truss Type I City Ply J35831 GHO Lot 98 Murray Residence T13841483 J35831 —EJ7G JACK -OPEN 2 1 Job Reference o tional East Goast Truss, Ft. Pierce, FL 34945 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=-68(F) 8=-320(F) 8.Z1U s Feb 1Z ZU111 MI I eK Industries, Inc. Fn Apr ZU 13:34AU ZU1U Page Z ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-SIHIJ?dmEmRmC01 DRxnYF2poliyWRG2TbXt8zzOp8z ®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 MTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord'members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see , 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, Alexandda, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence ' T13841484 J35831 —EJ8 JACK -PARTIAL 1 1 Job Reference (optional) East (;cast Truss, Ft. Pierce, FL 34946 2-0-0 1x4 II 2 d 1x4 II e 1 0 4 = 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:41 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-wUrgWKeO?4ZiPMbEn9TO5Sa_bil2FtOCiFH RgPzOp8y 3-6-0 7-4-0 3-6-0 3-10-0 Scale = 1:25.0 4 r, 6.00 1122 3x4 3 / 6 1x4 II U24 2x4 - 5 Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[2:0-3-4,0-0-21 I I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:36 Vert(LL) -0.01 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0:28 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017TTPI2014 Matrix -AS Weight: 39lb FT=O% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=113/Mechanical, 2=678/0-8-0, 5=359/Mechanical Max Horz 2=283(LC 9) Max Uplift 4=-81(LC 9), 2=-282(LC 9), 5=-110(LC 9) Max Grav 4=134(LC 13), 2=714(LC 13), 5=403(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when TOP CHORD 2-3=-857/129 BOT CHORD 2-6=-245/785, 5-6=-245/785 WEBS 3-5=-866/270, 3-6=-62/440 NOTES- I 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDLL 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent withlany 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 withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=282, 5=110. 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. ' 7) Use Simpson Strong -Tie U24 (4-1 Od Girder, 2-10dxl 1/2 Truss, Single Ply Girder) or equivalent at 3-6-0 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front'(F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert:1-4=-70, 5-10=-20 Concentrated Loads (lb) Vert: 6=350(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, anil 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 is always required for stability and to prevent collapse with possible personal injury and property damage! For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see r ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE NoA8182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job' Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence I T13841485 J35831 —EJ8G JACK -OPEN 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:42 2018 Page 1 I D:ACzXF5ZNyEa_pNQgdnkZfEyGOD2-PgO3kgfOmOhYOWAQKs_Fdg7876Jx_ISLxuO_DrzOp8x -2-0-0 3-7-8 7-0-0 2-0-0 3-7-8 3-4-8 Scale = 1:24.5 0 d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:37 Vert(LL) -0.02 6-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.04 6-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.'40 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 47lb FT=O% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10-2 oc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1331/0-8-0, 5=1052/Mechanical Max Horz 2=272(LC 9) Max Uplift 2=-611(LC 9), 5=-419(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1364/407 BOT CHORD 2-6=-472/1208, 5-6=472/1208 WEBS 3-6=-346/985, 3-5=-13771538 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 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 withstanding 100 lb uplift at joint(s) except Qt=lb) 2=611, 5=419. 6) Use Simpson Strong -Tie U24 (4-10d Girder, 2-10dxl 1/2 Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 2-8-12 from the left end to 5-8-12 to connect truss(es) to front face of bottom 'chord. 7) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent at 0-8-12 from the left end to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). i LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 2-5=-20 Concentrated Loads (lb) Vert: 11=-529(6) 12=372(F) 13=-360(F) 14=-360(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 I& 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 properly incorporate this design into the overall ■■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841486 J35831 —EJ16 JACK -OPEN � 2 1 Job Reference o tional oast i,onsr i russ, rl. riuiuu, rL 04WgO U.ZIu s Feb I ZVIt3 MI I eK Industries, Inc. Fn Apr 20 13:34:34 2018 Pagel ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-e8v12xZ?ewgh3HYusBrNl okNugh6mgA5f4ZyJzOp93 i -2-0-0 2-0-0 1 6 0 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS! SPECIFIED BELOW: I tx4 II 6.00 12 2 1x4 II / 2x4 = 3 4 Scale = 1:10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well 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(CT) -0.00 10 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0?00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/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 TOP CHORD 2-3=-542/652 BOT CHORD 24=596/634 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and ric DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolen the responsibility of the fabricator to increase plate sizes to account for thes 3) This truss has been designed for a 10.0 pal bottom chord live load nonconci 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chort 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 3=180. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. at; BCDLI 3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; 1t exposed ; end vertical left and right exposed; Lumber ices or rough handling and erection conditions. It is factors. Tent with any other live loads. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I 100 lb uplift at joint(s) except at=lb) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: April 20,2018 r ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design paramC`.�YC7 eters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent•buckling of individual truss web and/or chordlmembers 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 guldange regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see JANSUTPII Quality Criteria, DSB; 89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexai dria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply J35831 GHO Lot 98 Murray ResidenceT13841487 T J35831 � JACK -OPEN 1 1 Job Reference o tional — 1v a rcu 14 cv io rvn i erc muusmes, Inc. rn Hpr zv 1o:34= Zulu Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-6KTPGHZdPEoYhR74QuMcrBLtmH7PrDZJKJg6UIzOp92 2-0-0 0-8 8 4-8-0 1-8-8 -3 0-8-8 3-11-8 4 1 V 4x4 I 6.00 12 2x4 II 3 m M N 1X4 II 2 I 1X4 II 8 C 2X4 = D Scale = 1:23.0 7 6 5 2X4 II 1X4 II it 0-8-8 1-8-8 4-8-0 2-11-6� Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[2:0-3-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.06 7 >886 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 6.21 Vert(CT) -0.13 7 >430 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.02 Horz(CT) -0.06 5 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS I Weight: 31 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. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 6-8 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=210/Mechanical, 2=398/0-8-0, 5=-32/Mechanical Max Horz 2=212(LC 9) Max Uplift 4=77(LC 9), 2=205(LC 9), 5=43(LC 13) Max Grav 4=251(LC 13), 2=411(LC 13), 5=21(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.- NOTES- I 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0Qsf; 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 nonconc Irrent 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 i f withstanding 100 lb uplift at joint(s) 4, 5 except Qt=lb) 2=205. 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. 7) Gap between inside of top chard bearing and first diagonal or vertical web shIall not exceed 0.500in. k Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 i ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters, shown, and is for an Individual building component, note a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. I Tampa, FL 36610 Job' Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841488 J35831 —EJ48A ROOF SPECIAL 2 1 I Job Reference o tional Last Coast I russ, H. Fierce, FL 34946 8.21U s t-eD 1z 2U1ts MI I ex industries, Inc. Fn Apr zU 13:34:36 20W F'age 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-aW t oTdaFAYxPIbiG_btrOPt8kh KXag9TZzZgOCzOp91 -2-0-0 3 0-9-0 4.6-0 4 8- 1-8-6 -3 0-9-0 3-9-0 0-2- Scale = 1:22.6 4 2x 6.00 112 2x4 I 3 cn �; I tx4 II 2 0 1 EI g — 14 3 I4 = 1x4 II I 7 6 5 2x4 11 2x4 11 -9-0 1-9-0 4.8-0 10-9-0 1-0-0 2-11-0 Plate Offsets (X,Y)— [1:0-2-4,0-0-81 1 LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) 0.02 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.28 Vert(CT) -0.03 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017ITPI2014 Matrix -AS n Weight: 31 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: 3-6: 2x4 SP No.3 10-0-0 oc bracing: 6-8 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=385/0-8-0, 5=172/Mechanical Max Horz 2=245(LC 7) Max Uplift 2=-217(LC 9), 5=-57(LC 5) Max Grav 2=397(LC 13), 5=200(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; 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 withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 2=217. 1 6) This truss design requires that a minimum of 7/16" structural wood sheathinglbe applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. I Joaquin Velez PE No.88182 M[Ttik USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. '-'�• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see IANSlITP11 quality 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 J35831 GHO Lot 98 Murray Residence �i T13841489 J35831 —EJ48B JACK -OPEN 1 1 Job Reference o tional East coast I russ, Ft. Pierce; hL s494b tf.21U s reD 1 z zults MI I eK Ineusines, Inc, rn Apr zu 13A4:Jo ZUId rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-aW1 oTdaFAYxPlbiG_btrOPt?rhK?aftTZzZgOCzOp91 -2-5-1 1 4-2-15 i 2-5-1 4-2-15 3 7 4x4 Ijr 4 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. I DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 I Vert(LL) -0.02 4-5 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.08 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=424/0-2-15, 3=77/Mechanical, 4=41/Mechanical Max Horz 5=294(LC 9) Max Uplift 5=-171(LC 9), 3=-53(LC 5), 4=94(LC 9) Max Grav 5=424(LC 1). 3=103(LC 13), 4=86(LC 6) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-5=-384/182 BOT CHORD 4-5=257/111 WEBS 2-4=-120/279 Scale = 1:23.1 PLATES GRIP MT20 2441190 Weight: 34 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=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 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 iin 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 at joint(s) 5. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 5=171. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 4 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall, building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and propehy damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSirrPil Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312, AlexanAria, VA 22314. Tampa, FL 36610 ' Truss Truss Type I Qty Ply J35831 GHO Lot 98 Murray Residence rJ35831 T13841490 -EJ48C JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:37 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-2jbAhzbuxr3GwIHSYJ04wcQGZ5fEJ7gcndJDYezOp9O 4-2-15 4-2-15 Scale = 1:23.1 2 5 6.00 12 4x4 3x4 1 I o i yy I I ADEQUATE 4 3 SUPPORT 1x4 II 3x4 = REQUIRED LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.02 3-4 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.03 3-4 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 27 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=179/Mechanical, 2=139/Mechanical, 3 Max Horz 4=185(LC 9) Max Uplift 2=-108(LC 9), 3=-48(LC 9) Max Grav 4=179(LC 1), 2=168(LC 13), 3=79(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.0 Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and ric DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconci 3) • This truss has been designed for a live load of 20.Opsf on the bottom chor( 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 2=108. 6) This truss design requires that a minimum of 7/16" structural wood sheathin, sheetrock be applied directly to the bottom chord. 7) Gap between inside of top chord bearing and first diagonal or vertical web s BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. n shown. sf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=46ft; it exposed ; end vertical left and right exposed; Lumber rent with any other live loads. in all areas where a rectangle 3-6-0 tall by 2-0-0 wide I I withstanding 100 lb uplift atjoint(s) 3 except Gt=lb) be applied directly to the top chord and 1/2" gypsum not exceed 0.500in. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 IANSIITPII Quality 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 J06 Truss Truss Type Qty Ply GHO Lot 98 Murray Residence �J31111 T13641491 J35831 —HJ5 DIAGONAL HIP GIRDER 1 1Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.200 s Nov 30 2017 MTek Industries, Inc. Fri Apr 20 15:47:01 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-R?ThtQ5Yy4_RU5a5dbJlXgKgnBHu6n2?hTb5OszOo58 -2-9-15 4-10-10 2-9-15 4-10-10 4 5 4-10-10 4-10-10 Plate Offsets (X,Y)— 13:0-0-9,0-0-41 Scale = 1:18.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.02 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.23 Vert(CT) 0.03 7-12 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP i Weight: 27lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 `Except` 2-9: 2x4 SP No.3 REACTIONS.. (lb/size) 7=294/Mechanical, 3=290/0-10-15, 8=0/Mechanical Max Horz 3=321(LC 14), 8=308(LC 13) Max Uplift 7=-81(LC 9), 3=-298(LC 9) Max Grav 7=294(LC 1), 3=290(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=49/333, 2-3=35/346 WEBS 1-9=-308/53, 8-9=308/53 I BRACING - TOP CHORD Sheathed or 4-10-10 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 81 lb uplift at joint 7 and 298 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb up at 1-3-15, 131 lb up at 1-3-15, and 29 lb down and 100 lb up at 4-1-14, and 5 lb down and 66 lb up at 4-1-14 on top chord, and 89 lb up at 1-3-15, 89 lb up at 1-3-15, and 149 lb down at 4-1-14, and 3 lb down and 3 lb up at 4-1-14 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 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, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 13=1 15(F=58, B=58) 14=-29(B) 15=1 05(F=52, B=52) 16=-146(F=3, B=-149) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,1I1.7473 rev. 10/03/2015 BEFORE USE. ' Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Lei a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 223.14. 6904 Parke East Blvd. Tampa, FL 36610 JoB Truss Type Qty Ply GHO Lot 98 Murray Residence ru"s �J35831 T13841492 J35831 ' J7A DIAGONAL HIP GIRDER 2 1 Job Reference (ootionall East Coast Truss, Ft. Pierce, FL 34946 8.200 s Nov 30 2017 MiTek Industries, Inc. Fri Apr 20 15:47:45 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-8S7K6Td9bbWBmsxYCr53Jy97SwlxQh?UOJFQZJzOo4S -2-9-15 3-8-5 6-11-8 2-9-15 3-8-5 3-3-3 3x4 % Scale = 1:22.5 6-11-8 Plate Offsets (X,Y)— 13:0-1-0,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.04 7-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 7-12 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.05 Horz(CT) •-0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 34 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. BOT CHORD , 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 2-9: 2x4 SP No.3 REACTIONS. (lb/size) 7=245/Mechanical, 3=344/0-10-15, 8=0/Mechanical Max Horz 3=343(LC 14), 8=283(1_C 13) Max Uplift 7=117(LC 9), 3=-343(LC 9) Max Grav 7=245(LC 1), 3=344(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2/311, 2-3=0/324 WEBS 1-9=283/4, B-9=-283/4 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 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 117 lb uplift at joint 7 and 343 lb uplift at joint 3. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb up at 1-3-15, 131 lb up at 1-3-15, and 5 lb down and 74 lb up at 4-1-14, and 5 lb down and 74 lb up at 4-1-14 on top chord, and 89 lb up at 1-3-15, 89 lb up at 1-3-15, and 3 lb up at 4-1-14, and 3 lb up at 4-1-14 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 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, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 13=1 15(F=58, B=58) 15=1 05(F=52, B=52) 16=6(F=3, B=3) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert $634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING r Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall -- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII 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 JoD r Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841493 J35831 r r A01 G ROOF SPECIAL GIRDER 1 1 Job Reference o tional cast toast I russ, rt. I'leMe, rL 34940 ts.z1U s Peo iz zuiu MI I ex InausineS, Inc. Fn Apr zu 13:34:4b ZU11J Page 1 ID:FOzOEfHnMVNaUwbMujnLBOyhMl5-HSeZa2iXpcB—V7TBZi2BoWlr9jawwlExsW CMdzOpBt 3-6-8 -0- 8-6-4 13-0-8 17-6-12 22-4-8 3-6-8 5- 4 6 4 4-6-4 4.6-4 4-9-12 Scale = 1:38.5 6.o0 12 5x5 = 2.4 I I 5x5 = 2x4 II 4x6 = 3x4 = 5x6 = 1 Ili 1 / 16 19 12U 21 " 22 6 23 ' 24 25 2 ZZI 26 27 14 28 29 13 30 31 12 32 11 33 34 10 35 15 6x6 — 3x10 = 2x4 I i 5x6 =3x10 = 5x5 = 36 9 3x6 II Plate Offsets (X,Y)— [2:0-2-8,0-2-121, [3:0-2-8,0-2-121, [9:Edge,0-5-81, [15:0-1-12,0-4-'41 LOADING (psD SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.15 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.21 11-13 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.73 Horz(CT) 0.05 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-15,8-9: 2x6 SP No.2, 4-11,7-11,8-10: 2x4 SP No.2 I WEBS REACTIONS. (lb/size) 15=2052/Mechanical, 9=2337/Mechanical Max Horz 15=174(LC 5) Max Uplift 15=-922(LC 9), 9=1030(LC 5) Max Grav 15=2139(LC 30). 9=2438(LC 29) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or -less except when shownl. TOP CHORD 2-3=2187/1014, 3-4=-2092/979, 4-5=-3819/1724, 5-7=-3B19/1724, 7-8=2688/1205, 8-9=2159/940 BOT CHORD 14-15=877/1895, 13-14=-1614/3488, 11-13=1614/3488, 10-11=1178/2665 WEBS 3-14=-206/507, 4-14=-1836/854, 4-13=-113/419, 4-11 =-1 09/431, 5-11=-331/187, 7-11=-664/1472, 7-1 0=-1 202/573, 8-1 0=-1 386/3253, 2-15=-2544/1115; 2-14=432/996 Weight: 179 lb FT = O% Structural wood sheathing directly applied or 3-8-4 oc purlins, except end verticals. Rigid ceiling directly applied or 5-8-7 oc bracing. 1 Row at midpt 4-14. 2-15 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 for a 10.0 par bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=lb) 15=922, 9=1030. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 114 lb up at 5-5-0, 163 lb down and 147 lb up at 7-5-0, 172 lb down and 153 lb up at 9-5-0, 132 Iti down and 107 lb up at 10-6-12, 68 lb down and 35 lb up at 12-6-12, 68 lb down and 35 lb up at 14-6-12, 68 lb down and 35 lb up at 16-6-12, and 68 lb down and 35 lb up at 18-6-12, and 68 lb down and 35 lb up at 20-6-12 on top chord, and 189 lb down and 88 lb up at 1-7-4, 189 lb down and 88 lb up at 3-5-12, 49 lb down and 23 lb up at 5-5-0, 58 lb down and 44 lb up at 7-5-0, 60 lb down and 41 lb up at 9-5-0, 373 lb down and 151 lb up at 10-6-12, 299 lb down and 146 lb up at 12-6-12, 299 lb down and 146 lb up at 14-6-12, 299 lb down and 146 lb up at 16-6-12, and 299 lb down and 146 lb up at 18-6-12, and 299 lb down and 146 lb up at, 20-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility.of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (a). LOAD CASE(S) Standard C Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April gn )nlA ntlnuea on page 2 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not -C-C-C •••YYY©©©R a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse withpossiblepersonal 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 T JobFAOsG Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841493 J35831 ROOF SPECIAL GIRDER 1 1 Job Reference o tional o.c w s rau is cu io Nn I uK inuusmes, Inc. rn Apr zu 13:j4:4u zui t1 Page 2 ID: FOzOEfHnMVNaUwbMujnL80yhM15-HSeZa2iXpcB_V7TBZi2BoVUIr9jaww1ExsW CMdzOp8t 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, 3-8=-70, 9-15=-20 Concentrated Loads (lb) Vert: 16=-78(F) 18=-48(F) 19=64(F) 20=-40(F) 26=-176(F) 27=-176(F) 28=-37(F) 29=-21(F) 30=28(F) 31=-357(F) 32=-279(F) 33=-279(F) 34=-279(F) 35=-279(F) 36=-279(F) ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7477 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTeM connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Welk' 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 ANSUTPl1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type I City Ply J35831 GHO Lot 98 Murray Residence _ T13841494 J35831 A02 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1-4-0 ' 4-10-8 2x4 i _... _.._ _ exo — 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:47 2018 Page 1 Scale = 1:39.0 LOADING (PSI SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017frP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except` 2-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 13=994/Mechanical, 8=994/Mechanical Max Horz 13=280(LC 7) Max Uplift 13=-331(LC 9), 8=-355(LC 5) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.48 Vert(LL) -0.10 8-9 >999 240 MT20 244/190 BC 0.66 Vert(CT) -0.21 8-9 >999 180 WB 0.39 Horz(CT) 0.03 8 n/a n/a Matrix -AS Weight: 147 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at micipt 5-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shoe TOP CHORD 1-13=-958/322, 1-2=-489/211, 2-3=-1140/437, 3-4=-961/439, 4-5=-1 BOT CHORD 12-13=-265/136, 11-12=-374/588, 9-11=-519/1178, 8-9=-407/886 WEBS 1-12=-356/1028, 2-12=-915/354, 2-11 =-1 37/492, 4-11=-364/165, 54 5-8=-1146/456 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=331, 8=355. 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 Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling.of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII'Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841495 J35831 ` A03 HALF HIP 1 1 " Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:47 2018 Page 1 I D: FOzO EfHn M V NaUwb M ujn L80yh M15-le Cyn Oj9awJ r7 H2 N7PaQ Kj q u_70 LfV344Aklu3zOp8 s 7-8-0 15-04 224-8 7-8-0 74-4 744 6x8 M18SHS = 5x8 M18 Scale = 1:40.5 2x4 II 4x6 = 4x4 = lU 6 3x4 = 4x4 = I 3x4 = 3x8 = 3x4 II LOADING (ps, 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 FBC2017rrP12014 LUMBER - TOP CHORD 2x6 SP No.2 *Except* 1-2: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=994/Mechanical, 10=994/0-7-14 Max Horz 10=341(LC 7) Max Uplift 6=-361(LC 5), 10=-329(LC 9) CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.81 Vert(LL) -0.08 9-10 >999 240 MT20 244/190 BC 0.52 Vert(CT) -0.16 9-10 >999 180 M18SHS 244/190 WB 0.69 Horz(CT) -0.01 6 n/a n/a Matrix -AS Weight: 142 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 2-7 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=-1186/438, 2-3=963/453, 3-5=961/451, 5-6=-927/374, 1-10=-918%348 BOT CHORD 9-10=-365/299, 7-9=-465/971 WEBS 3-7=-594/311, 5-7=-456/1179, 1-9=168/805 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; 6=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 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 100 lb uplift at joint(s) except Qt=lb) 6=361, 10=329. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904,Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 JoU Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841496 J35831 A04 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2-0-12 4-11-6 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:48 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-DgmK_kknLERikRdah75ftxN24XJ30wpEJgTIQVzOp8r 4-7-14 6-4 4 6-4-4 5x8 1 _ 2x4 I 14 13 5 Scale = 1:42.8 4x6 = 6 V 05 5 = 3x4 = 3x4 = 3x8 = 3x4 II 9-7-4 15-11-8 22-3-12 9-7-4 64-4 64-4 Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[4:0-2-0,0-3-01,[11:0-2-4,0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) -0.20 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.41 10-11 >645 180 BCLL 0.0 Rep Stress Incr YES WB 0.79 Horz(CT) 0.02 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 158 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied.' BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 4-8 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=983/Mechanical, 11=1158/0-7-4 Max Horz 11=442(LC 7) Max Uplift 7=-368(LC 5), 11=476(1_C 9) Max Grav 7=1044(LC 13), 11=1213(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-1073/437, 4-5=-754/400, 5-6=752/397, 6-7=-926/375, 2-11=425/315 BOT CHORD 10-11=-518/980, 8-10=-437/928 1 WEBS 4-10=-33/306, 4-8=-256/85, 5-8=-519/287, 6-8=-416/1062, 3-11 =-1 050/286 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=368,11=476. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Data: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MIMS connectors. This design is based only upon parameters shown, 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 11 A 1Tel.• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the � V Il fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J3831 GHO Lot 98 Murray Residence T13841497 J35831 A05 HALF HIP 1 1 Job"Reference (optional) Last Uoast I fuss, Ft. vierce, FL 34946 u.ziu s reD 1 z zutu ml I etc Incustnes, Inc. rn Apr zu IJ:34:4a zute rage 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-h 1 JiC3kP6XZZMbCmFgcuPBwKUwgU7SpNYUDszyzOp8q -2-0-12 5-10-6 115-4 16-4-8 21-3-12 22-3-12 2-0-12 5-10-6 5-0-14 4-114 4-11-4 6x8 = 4x4 = Scale = 1:50.5 6.00 12 2x4 II 4x4 = 5 18 6 7 8 16 tb 1 14 '- '- 1'2 -- 11 3x6 II 3x4 = I 3x4 = 3x8 = 3x4 3x4 = LOADING (psg 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 FBC2017rrPI2014 CSI. TC 0.43 BC 0.67 WB 0.48 Matrix -AS I DEFL, Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.04 12-14 >999 240 -0.08 14-15 >999 180 -0.07 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 183 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 5-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-12 7-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 9=983/Mechanical, 16=1158/0-7-4 Max Horz 16=445(LC 5) Max Uplift 9=-373(LC 5), 16=-469(LC 9) j Max Grav 9=1060(LC 13). 16=1221(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1193/412, 3-5=-985/420, 5-6=-641/365, 6-7=-639/363, 8-9=-821/435, 2-16=-1165/486 BOT CHORD 15-16=-433/240, 14-15=-470/1075, 12-14=-365/839, 7-10=-770/349 WEBS 5-14=-88/361, 8-10=-346/669, 2-15=-179/929, 6-12=-412/218, 5-12=-366/139, 7-12=-338/911, 3-14=-314/189 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=373,16=469. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and 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 A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the AiTe k• fabrication, storage, delivery, erection and bracing of tmsses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type city Ply J35831 GHO Lot 98 Murray Residence T13841498 J35831 ' A06 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.21u s Feb 12 zuib MI I eK Industries, Inc. Fn Apr 20 1:1:34:51 2018 rage 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ePRShcmge9pHcuM9MFeMVz?ejkLHblyg?oizl gzOp8o i -J-0.O 13-0-0 10.1-6 1n-0-10 20-4-0 �7.8-0 i 30.2-0 33-0-0 3s-3-4 3981a 9t15 r-0.0 56-15 4-6.7 1-34 1-7-6 7.4-0 7-4-0 2E0 3.2.0 4-11-0 1-343 Scale = 1:80.7 6.00 12 6x8 = 4x6 i _ 7x6 — 5x8 = 6 7 37 8 38 9 2x4 II 3x6 i4)6 6x6 = 5 10 7x6 = 4x4 = 3x4 ! 4 11 12 13 3 rM I� � m d 14 10 cn 2 2x4 11 N O1 0•o — 18 17 16 33 3231 29 2726 25 39 I 24 23 40 22 2120 4x4 = 5x8 11 4x4 = 2x4 11 2x4 II __ 4x8 = 3x6 3x4 = 2x4 11 2x4 II 3x6 = 6x8 = 3x4 = 6x8 = 5x5. _ 5x8 = 11-10.10 11-4-10 10-M 15 0- 7 0-0-0 -81 -0 0 e 4 5-0-15 4.6.7 0. 6- 0-7-0-0 7-4-0411-0 1 0.0.10 1-1-6 0-8-10 Plate Offsets (X Y)— [7:0-5-8,0-2-81 [8:0-3-0,0-4-8] 19:0-5-4 0-1-8] [13:0-3-0,0-4-0] [15:Edge,0-2-01, [19:0-2-12,0-2-121, [28:0-5-8,Edga], [29: 0-2-8 , 0-3-01 , [30: 0-5-8 , 0-4-01 LOADING (pso SPACING- 2-0-0 i CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.12 20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.23 22-24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.70 Horz(CT) 0.06 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 299 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 7-8,11-13,8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* 6-0-0 oc bracing: 26-28, 19-21 5-32,10-21: 2x4 SP No.3 10-0-0 oc bracing: 30-32 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 7-24, 9-24, 6-29, 7-28 11-18.12-17: 2x4 SP 285OF 1.8E OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 14=1059/0-3-8, 29=2695/0-8-0 Max Horz 29=273(LC 7) Max Uplift 14=-302(LC 9), 29=1011(LC 9) Max Grav 14=1176(LC 18), 29=2695(LC 1) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown'. TOP CHORD 2-3=-525/919, 3-5=-756/1649, 5-6=-703/1594, 6-7=-565/1133, 7-8=-9281234, 8-9=928/234, 9-1 0=-1 748/540, 10-11=-18241478, 11-12=-1976/521, 12-13=-1030/309, 13-14=-1133/299 i BOT CHORD 2-33=-742/620, 29-30=1462/978, 28-29=-1148/653, 6-28=-601/1596, 24-25=-666/522, 22-24=183/1148, 18-19=488/2020, 17-18=98/380 WEBS 3-33=-264/318, 30-33=-676/540, 3-30=-739/394, 7-25=222/516, 7-24=-610/1634, 8-24=-617/317, 9-24=-473/200, 9-22=-318/101, 19-22=-166/1157, 9-19=-328/1036, 11-19=571/215, 11-18=-814/244, 6-29=-1950/729, 12-15=-628/219, 13-15=-318/1129, 12-18=-434/1836, 25-28=-6361516, 7-28=-2243/901 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 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 Ib uplift at joint(s) except Gt=lb) 14=302,29=1011. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verily 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 MlTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Join , Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841499 J35831 A07 ROOF SPECIAL 1 1 Job Reference o tional Last Coast Truss, Ft. Pierce, FL 34946 I 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:53 2018 Page 1 I D:ACzXF5ZNyEa_pNQgdnkZfEyGOD2-aoZD2RnwAm4?rCVXUggga-4wY-z37yzT6B36jzOp8m -2-0-0 5.6-15 10.1-6 11-4.1 14-10.0 20-4-0 25-10-0 30-2-0 1-6- 35.4-10 39-6-12 2-0-0 5.6-15 117 -3.4 3-5-6 5.6.0 5-6-0 4-4-0 -4.0 3-10-10 4-2-2 Scale = 1:80.2 _ 6.00 12 6x8 2x4 II 5x8 = 7 8 39 9 4x6 4x6 i 6x6 = 3x6 � 6 i 2x4 II = 10 7x6 = 4x4 3x4 II 5 11 12 13 14 4 3x4 r 3 M m N TIII� 15 4r r� 2 3x4 II 1N 0 oI1 0 0 20 19 16 17 35 3433 31 2928 27 4 26 25 24 2322 3x4 = 3x4 = 3x4 I 3x6 -_ 4x4 = 2x4 II 2x4 II 4x4 = 3x8 = 3x6 4x4 = 2x4 II 5x5 = 5x8 = 6x8 = 5x8 = 5x5 = 11-1a10 11-4.10 1048-0 31-6-0 15 0. 0-0 0-0-0 5- 3 2-0 3 0 391i12 - 5E-15 0- 0.6- 2.11.6 5SO4-0-0 3-10.10 4-2-2 0-Nio 0-10-0 0.8.10 Plate Offsets (X,Y)- [7:0-5-4,0-2-81,[9:0-5-4,0-1-81,[13:0-3-0,0-4-01[21:0-2-12,0-2-121,[30:0-5-12,0-2-81,[31:0-2-8,0-3-01,[32:0-5-8 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0.08 22 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.16 22 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.03 15 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 322 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-9,11-14: 2x6 SP No.2 Except: BOT CHORD 2x4 SP No.2 *Except j 10-0-0 oc bracing: 16-18 5-34,6-28,10-23: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 32-34, 28-30, 21-23 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-30. 9-26 REACTIONS. (lb/size) 15=1044/0-3-8, 31=2699/0-8-0 Max Horz 31=418(LC 7) Max Uplift 15=-301(LC 9), 31=1014(LC 9) Max Grav 15=1155(LC 18), 31=2699(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown; TOP CHORD 2-3=525/921, 3-5=719/1588, 5-6=-706/1606, 6-7=591/1262, 7-8=753/243, 8-9=-753/243,9-10=-1785/594,10-11=-1731/485,11-12=-1703/478,12-13=-1128/368, 13-16=-424/137, 14-15=639/181 BOT CHORD 2-35=-744/621, 31-32=-1379/937, 30-31 =-1 199/757, 6-30=-514/1468, 26-27=-327/522, 24-26=190/981, 10-21=295/170, 20-21=-321/1717, 19-20=266/1128 WEBS 3-35=-249/305, 32-35=679/530, 3-32=692/367, 27-30=-424/491, 7-30=-2103/816, 7-26=-457/1221, 8-26=-450/224, 9-26=531/222, 21-24=181/873, 9-21=365/1032, 11-21=-434/161,6-31=1809/691,11-20=-431/115,12-19=-988/279,12-20=-148/789, 13-19=346/1380 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; 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 withstadding 100 lb uplift at joint(s) except Qt=lb) 15=301, 31=1014. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall /g�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing V IiTe 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 ANSflTPl1 Quality 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 J35831 GHO Lot 98 Murray Residence T13841500 J35831 A08 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:55 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-WAhzT7pAiNKi4Wrwb5jlfPAFH LgUX1 rGwQgAAbzOp8k -2.0.0 515 10.1.E 11.4-1 17 3-8 -0.0 2.0 29.8-0 0.8- 334-11- 39-a-12 2-0.0 56.515 4S757-6 6..o 5-8-0 -4.0 2.8.0.4.0 1-7-8 47-4 Scale = 1:88.3 sx8 = = 6.00 12 6x6 7! R 4x6 - 4x6 3x6 6 5 d 3x4 4 w M 3 0 q � � ai r 2 1 27 0 31 30 29 25 24 23 36 22 3x6 - 4x4 = 2x4 II 2x4 II 4x4 I= 5x8 = 5x8 = 5x8 = 6x6 = 6x6 6x6 = 9 6x6 = 3x4 II 11 1213 35 II ASLI 14 I� 9� 18 17 fl 21 5x8 = 3x8 = 3x4 11 16 2x4 11 3x4 11 1:L_q 4x8 M18SHS = 5x5 = i 11-10-10 11-4-10 10.8.0 15 0. -0-0 3-8-0 9.40 0 3 4-1 9b 5-6-15 4.6.7 0 51-6 6.8-0 58.0 1-4-0 2-50 1-7.6 4-7-0 NO.10 0-8-10 Plate Offsets (X,Y)- [7:0-5-4,0-2-8], [8:0-3-0,0-2-7], [9:0-3-0,0-2-7], [10:0-3-0,0-2-7], [11:0-3-0,0-2-7], [12:0-3-0,0-4-0], [19:0-2-8,0-2-8], [22:0-2-12,0-3-0], [26:0-6-0,0-2-8], LOADING (psf) SPACING- 2-0-0 CSI. 1 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.09 20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 1 Vert(CT) -0.17 18-19 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.03 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight:'314 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8,9-10,11-13: 2x6 SP No.2 Except: BOT CHORD 2x4 SP No.2 *Except* 10-0-0 oc bracing: 15-17 5-30,6-24: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 28-30, 24-26 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 7-26, 8-22, 6-27 REACTIONS. (lb/size) 14=1049/0-3-8, 27=2701/0-8-0 Max Horz 27=472(LC 7) Max Uplift 14=-300(LC 9), 27=1013(LC 9) Max Grav 14=1145(LC 18). 27=2701(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/920, 3-5=-719/1588, 5-6=-707/1618, 6-7=-581/1296, 7-8=-790/342, 8-9=1772/637, 9-10=-1454/448, 10-11=1217/422, 11-12=-1047/343, 12-15=470/142, 13-14=-595/172 BOT CHORD 2-31=-743/621, 27-28=1382/939, 26-27=1189/758, 6-26=458/1397,!22-23=118/456, 18-19=-235/1114 WEBS 3-31=-249/305, 28-31=-675/526, 3-28=-694/368, 23-26=-189/394, 7-26=2097/769, 7-22=-339/893, 8-22=-668/309, 19-22=-146/764, 9-19=-1103/461, 11-18=-743/269, 6-27=-1849/725,8-19=446/1162,10-19=-91/550,12-18=-294/1258 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 14=300,27=1013. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Data: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101032015 BEFORE USE. 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 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, Alexandra, VA 22314. Tampa, FL 36610 JolS Truss Truss Type Oty Ply J35831 GHO Lot 98 Murray Residence T13841501 J35831 A09 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 1-2-0-0 , 5.6.15 i a 3x4 n 3 N O o, oI 1 2 �Ql 34 3x6 = 4x4 = 8.Z1U s Feb 1Z ZU18 MI I eK Inclustnes, Inc. "Apr ZU 13:34:b/ ZU18 Ilege 1 -34' 7-7-6 2-8.0 ' 5.8-0 2-10-0 8 i = 6x6 = 6.00 12 7 8 33 28 2x4 I 13x4 = 5x8 =5x8 = 5x5 = 26 25 24 38 23 22 21 39 40 4x4 = 3x6 3x4 = 2x4 II 3x8 = 5x8 = 2-7-4 Scale = 1:91.1 11-10-10 11-0-10 1041-0 0.1 0 - l 30.-03 - .8 9 58-15 4-ri7 0 7-1-6 2-8-0 5-&0 2-10-0 Ob 63.8 2-7-0 0-8-10 Plate Offsets (X,Y)— [7:0-5-12,0-2-12], [8:0-3-0,0-2-7], [9:0-5-4,0-3-8], [11:0-3-0,0-2-7], [12:0-3-0,0-2-7], [13:0-3-0,0-4-8], [20:0-2-12,0-2-8], [27:0-0-0,0-1-8], [29:0-6-0,0-2-8], [30:0-2-8,0-3-0],[31:0-5-8,0-2-8] LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.07 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.18 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.91 Horz(CT) 0.03 15 n/a n/a BCDL 10.0 Code FBC2017, rP12014 Matrix -AS Weight: 327 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 7-8,9-11,12-14: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 5-33,6-27,10-22: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 7-29: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEBS REACTIONS. (lb/size) 15=1044/0-3-8, 30=2699/0-8-0 Max Horz 30=492(LC 7) Max Uplift 15=-301(LC 9), 30=1015(LC 9) Max Grav 15=1148(LC 14), 30=2699(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. I TOP CHORD 2-3=-524/919, 3-5=-720/1589, 5-6=-710/1643, 6-7=570/1301, 7-8=-611/322, 8-9=-731/297, 9-10=-1225/410, 10-11=1226/406, 11-12=1227/460, 12-13=-942/290, 13-16=375/92,14-15=-728/189 BOT CHORD 2-34=-742/620, 30-31 =-1 388/943, 29-30=-1172/734, 6-29=-393/1298, 26-27=0/310. 25-26=-91/470, 23-25=-151/1098, 19-20=163/1131 WEBS 3-34=-249/304, 31-34=-666/521, 3-31=697/368, 26-29=115/302, 7-29=-2080/737, 7-25=-260/801, 9-25=-871/355, 9-23=-310/84, 20-23=-133/1241, 9-20= 53/267, 12-19=-1072/413,6-30=-1918/776,11-20=-41/343,11-19=-286/60,13-,19=-350/1466 Structural wood sheathing directly applied, except end verticals. Except: 6-0-0 oc bracing: 16-18 Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 20-22 10-0-0 oc bracing: 31-33, 27-29 1 Row at midpt 8-25, 9-25, 6-30 2 Rows at 1/3 pts 7-29 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 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 15=301, 30=1015. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 ®WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 101031201E BEFORE USE. ' Design valid for use onlywith 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 Mal building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek* is always required for stability and to prevent collapse with possible personal injury and properly damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, Aiexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply 831 GHO Lot 98 Murray Residence T13841502 FbJO J35831 A10 ROOF SPECIAL 1 1 Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:34:59 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-PywUl Ushlcg8Z7zhgxnEpFK?yy0_Tv2rr2eOJMzOpBg -2- 00 5-615 10.1-6 1 -4-1 15-10-5 20-40 25-4-0 29-4-0 34-1-12 38-112 3 0 2-0.0 5-6-15 4-6-7 -3-4 45-11 4-5.11 5-0.0 4-0-0 49-12 4-9-12 0.8- i 5x5 = 6.00 12 1 8 3x6 iI 7x6 = 5x8 = 7 9 4x6 i 4x6 i 3x6 1:�- 3x4 6 11 2x4 II � 5 �0 3x4 % 4 _ 7x6 3 12 13 q � 2 �1 I d O 4 26 21 19 32 17 28 27 22 3x6 —_ 4x4 = 2x4 114x4 11 20 5x10 = 16 3x6 3x4 = 3x4 = 15 14 3x4 = 3x6 = 5x8 =5x8 = 3x6 = iiio-�0 114-10 10-M SS15 10-1-6 10 7 204-0 254.0 294-0 341-12 39.8.0 SS15 4-6-7 0 85.6 5-0-0 4-0-0 4312 S�i4 0.0-10 Scale = 1:93.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0.09 20-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.20 20-21 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.76 Horz(CT) 0.02 14 n1a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 311 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except TOP CHORD Structural wood sheathing directly applied, except end verticals. 9-10,12-13: 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 5-27,6-21: 2x4 SP No.3 WEBS 1 Row at midpt 7-23, 8-20, 9-20, 10-18, 6-24 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 14=1029/Mechanical, 24=2698/0-8-0 Max Horz 24=546(LC 7) Max Uplift 14=-308(LC 9), 24=-1018(LC 9) Max Grav 14=1116(LC 14). 24=2698(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=525/920, 3-5=719/1588, 5-6=-705/1612, 6-7=585/1301, 7-8=-599/295, 8-9=588/288, 9-10=906/385, 10-11 =-1 072/412, 11-12=1125/371 BOT CHORD 2-28=-744/621, 24-25=-1380/937, 23-24=-1203/764, 6-23=-512/1464, 20-21=0/328, 18-20=129/903, 16-18=118/877, 15-16=-124/900 WEBS 3-28=-250/305, 25-28=678/529, 3-25=-692/367, 20-23=-453/394, 7-23=-2027/786, 7-20=-292/920, 9-20=-869/385, 11-15=-289/100, 12-15=-130/771, 12-14=1101/348, 6-24=-1843/719 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 14=308, 24=1018. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. , Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 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 MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ITruss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841503 J35831 All ROOF SPECIAL 1 1 Job Reference o tional taSt GOast I russ, m. Nlefce, t-L s4`J46 I o.L1u s rev 1t N to IVII I ett Inuubules, Irc. rn Apr [u I a;oo:U 14V Io rdye I 2-0-0 ' 5-6-15 4-6-7 1-3-4 4-5-11 4-5-11 f 3-0.0 ' 4-0.0 5-7-3 ' 2-9-9 ' 2-9-9 ' 6-1-11 Scale = 1:99.3 5x5 = Ann I[ 2x4 = I 14 4 Io 0 _ = 4x6 —_ 4x6 = 3x4 II 5x10 = 3x6 _ 3x8 = 3x6 2x4 II axs 4x4 II 5x8 = 11- 11-0-1010 1o�as = Sb-15 10.1-6 107 15-1 -5 20-4-0 �23-0-0 27-0-0 35-e-12 38.6-5 44&0 SE15 4.6.7 0 3-11-11 45-11 3-0-0 40-0 14-12 2-9-9 6.1-11 0.0.10 oti 0— LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.81 BC 0.98 WB 0.83 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.16 15-36 >999 240 Vert(CT) -0.36 15-36 >999 180 Horz(CT) 0.05 13 n/a n/a PLATES MT20 M18SHS Weight: 313 lb GRIP 244/190 244/190 FT = 0% LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 *Except* I TOP CHORD Structural wood sheathing directly applied. 9-10: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except* I 10-0-0 oc bracing: 24-26, 20-22 5-26,6-20: 2x4 SP No.3 WEBS 1 Row at midpt 7-22, 8-19. 11-17. 6-23, 9-19 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 29-30: 2x4 SP No.3 REACTIONS. (lb/size) 23=2887/0-8-0, 13=1448/0-8-0 Max Horz 23=493(LC 7) Max Uplift 23=-1071(LC 9), 13=-546(LC 9) Max Grav 23=2887(LC 1), 13=1589(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-525/921, 3-5=-719/1588, 5-6=-706/1609, 6-7=-590/1282, 7-8=-825/357, 8-9=757/362, 9-10=1272/525, 10-11=-1504/502, 11-13=-2462/681 BOT CHORD 2-27=-744/621, 23-24=1380/937, 22-23=1191/858, 6-22=-557/1593, 19-20=0/352, 17-19=0/974, 15-17=-371/2068, 13-15=-371/2068 WEBS 3-27=-249/306, 24-27=-682/530, 3-24=-692/367, 19-22=-407/426, 7-22=-2216/847, 7-19=-297/1023, 8-19=162/423, 9-17=-228/637, 11-17=1099/455, 11-15=0/380, 6-23=-1982/766,9-19=-1122/461 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; 8=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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 23=1071, 13=546. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® wARNINO -verify design parameters and READ NOTES ON TNIS 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 its 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 buildingdesign. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ,t Truss Truss Type i Qty Ply 98 Murray ResidenceT13841504 =Lot J35831 Al2 ROOF SPECIAL 1 (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:03 2018 Page 1 ID:ACzXF5ZNvEa oNQ9dnkZfEvGOD2-HiA?8svBDrKa2kGS3msA 5VhwaM8PiwRmacbS8zOD8C 5-6-15 4.6.7 1-34 4-5-11 4-5.11 110-0 1 4-0-0 6-3-3 6-3-3 6.9-11 6.00 12 3x6 i 4x6 �4x6 7 3x6 � 6 5 3x6 i 4 3 n 2 4 0 0 1/ 30 29 2628 2�3 22 21 20 41 19 18 17 = 4x6 —_ 4x6 = 3x4 II 7x8 = 1 3x6 _ 3x6 = 2x4 II 4x6 3x4 = 3x8 = 34 = 5x8 = }} 5x8 = 11$10� 10-9-0 204.0 Sti-15 10.1-6 1 7 19-0.13 1 13 254-0 31-7J 34-e-12 37-105 5�-15 4S7 7-2-3 0 0 5-0_o 6-3-3 3-1-9 31-9 G9-11 0-0-10 CA1-3 3x6 6x8 i 5x6 6x6 = 8 99 10 11 3x6 12 3x6 � 3x6 13 t�_ 14 1 2x4 II 2x4 II 2x4 = 15 •� 16 Scale = 1:107.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.11 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.22 19-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.06 15 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 8-11: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 *Except* 5-29,6-23: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 32-33: 2x4 SP No.3 REACTIONS. (lb/size) 26=2887/0-8-0, 15=1448/0-8-0 Max Horz 26=494(LC 7) Max Uplift 26=1071(LC 9), 15=-546(LC 9) Max Grav 26=2887(LC 1), 15=1631(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=525/920, 3-5=-719/1588, 5-6=-706/1611, 6-7=-589/1278, 7-8=-7561313, 8-10=-933/427,10-11=1111/484,11-12=-1297/478,12-14=2021/598,14-15=-2678/701 BOT CHORD 2-30=-744/621, 26-27=1381/937, 25-26=-1191/857, 6-25=-547/1575, 22-23=0/291, 20-22=0/716,19-20=-158/1627,17-19=-419/2285,15-17=-419/2285 WEBS 3-30=-249/306, 27-30=681/530, 3-27=693/367, 22-25=377/443, 7-25=2217/841, 6-26=-1982/768, 14-17=0/269, 14-19=-750/299, 12-19=-106/550, 12-26=-1017/404, 8-22=-841/304, 8-20=-320/943, 7-22=-326/1079 Weight: 322 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 27-29, 23-25 1 Row at midpt 7-25, 11-20, 6-26, 12-20, 8-22 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 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) 26=1071,15=546. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Graphical purlin representation does not depict the size or the orientation of the purlin-along the top and/or bottom chord. Joaquin Velez PE No.68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. ����• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not `r'��,Yr^Gj 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 MiTek always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply GHO Lot 98 Murray Residence �J35831 T13841505 J35831 , A13 ROOF SPECIAL 1 1 .lob Reference (optional) cesr a.oasr i cuss, n...Vrce, r. wave O.ZUV S NOV 3U ZU1 I MI I eK Inaustnes, Inc. Fn Apr 20 15:50:04 2018 Page 1 ID:ACzXF5ZNyEa•pNQ9dnkZfEyGOD2-aC 1 tH?I Lsl l TxD3GrX5fSGQrvydUUMNxmRQGxlzOo2H -2.0-0 13-8-13 20-0-1 2 -4-214-0 31-7-3 37-10 1 44-8-0 4rr8-0 2.0.0 7-1-11 6.7-3 6.7-3 -o- 4-0.0 6-3-3 6.3-3 6.9•it 2-0-0 i� , 4x6 —_ 3x6 II 3x6 3x6 = 3x8 = 3x6 = 2x4 II 4x6 = 3x6 = 3X = 4x6 = 21-0-0 20-0-0 1 43-10 2 3-0-8 2-9-2 3-7.6 5-0-0 0-0-0 4-0-0 633 3-1-9 3.1-9 6-9-11 L LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.70 Vert(LL) 0.15 17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.29 17-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 HOrz(CT) 0.08 13 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Scale = 1:87.6 2x4 PLATES GRIP MT20 244/190 Weight: 279 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Sheathed. 6-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 10-18. 6-20 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 "Except" 27-28: 2x4 SP No.3 i REACTIONS. All bearings 0-3-8 except Qt=length) 24=6-1-5, 13=0-8-0. (lb) - Max Horz 24=494(LC 7) Max Uplift All uplift 100lb or less atjoint(s) 23 except 24=933(1_C 9), 13=-659(LC 9). 25=-100(LC 8) Max Grav All reactions 250 lb or less at joint(s) 23, 25 except 24=2315(LC 13), 13=1892(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-536/961, 3-4=-1303/358, 4-5=-1205/406, 5-6=-1580/635, 6-8=1'443/680, 8-9=-1635/711,9-10=-1878/729,10-11=-2515/848,11-12=-2599/803',12-13=-3251/949 BOT CHORD 2-25=-756/643, 24-25=-756/643, 23-24=-809/643,22-23=-809/643,21-22=-809/643, 21-35=-50/1290, 20-35=-50/1290, 20-36=-11/1465, 19-36= 11/1465, III 8-19=11/1465, 18-37=-382/2145, 17-37=-382/2145, 16-17=640/2796, 15-16=-640/2796, 13-15=-640/2796 WEBS 3-24=-2325/984, 3-21=694/1933, 5-21=885/377, 5-20=110/500, 9-18=-96/407, 12-15=0/266, 12-17=742/295, 10-17=-105/547, 10-18=1015/403, 6-18=-182/634 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 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) 23 except Gt=lb) 24=933, 13=659, 25=100. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ' 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.Graphical purlin rq resentation d es not depict the size or the orientation of the purlin along the top and/or bottom chord. Cont1 ued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must Verify the applicability of design parameters and properly incorporate this design into the overall p �r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ivi iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jo TIUsS Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841505 J35831 i r A13 ROOF SPECIAL 1 1 Job Reference (ootionall East coast I russ, m. fierce, rL s4e40 a.LW s —, — LU I / ml I arc InOaslnBs, in, rn /1pr N --- — i o rays a I D:ACZXF5ZNyEa_1NQ9dnkZfEyGOD2-aC1 tH?ILsl1 TxD3GrX5fSGQrvydUUMNxmRQGxizOo2H A WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not 1• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 ' Jbb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841506 J35831 A14 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:06 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ilr7mty46mi8vC? 1 kvPtbj7D6nRuc26tSdrF3SzOp8Z -2-0.0 5.11-2 10-4-0 1 3. 3 150.0 204-0 234-0 27-4.0 32-11-3 38.6.6 448.0 46.8.0 2-0.0 5-11-2 4-4-14 0. 1-13 3-8-3 5.4-0 3-0- 4.0.0 5-7-3 5-7-3 6-1-11 2-0-0 Scale=1:88.8 5.5 = ¢I 0 6.00 12 - AvA = GXY II YX4 II 4X8 = ZX4 It JXIU - _.._ .... 6x8 = 6x8 = 44 R -o 0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.35 23 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.63 19 >857 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.22 13 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS Weight: 350 111 FT=0% LUMBER- ; BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP No.2 *Except* 10-0-0 oc bracing: 22-24 6-24: 2x4 SP No.3 WEBS 1 Row at midpt 8-18. 9-17, 10-17, 7-21, 8-21, 6-21 WEBS 2x4 SP No.3 *Except` 22-26: 2x4 SP No.2, 17-20: 2x6 SP No.2 OTHERS 2x4 SP No.2 *Except* 29-30: 2x4 SP No.3 REACTIONS. (lb/size) 2=2200/0-8-0, 13=218910-8-0 Max Horz 2=-493(LC 6) Max Uplift 2=799(LC 9), 13=-802(LC 9) Max Grav 2=2200(LC 1), 13=2215(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4118/1283, 3-5=-3649/1225, 5-6=3812/1270, 6-7=-3026/1101, 7-8=-2948/1111. 8-9=-3129/1147, 9-10=2934/1093, 10-12=-3768/1272, 12-13=-4031/1304 BOT CHORD 2-27=-951/3889, 26-27=951/3889, 24-26=-73/262, 6-22=-215/884, 21-22=-698/3529, 20-21=-593/3137, 15-17=-732/3054, 13-15=-970/3554 WEBS 8-20=-321/120, 9-17=-300/112, 10-17=-886/369, 10-15=-139/659, 12-15=-452/254, 7-21=-798/2267, 5-26=498/104, 22-26=727/3268, 8-21=1428/511, 6-21=-1231/446, 17-20=-499/2669, 9-20=-250/1349, 3-26=-593/218 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 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; 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) M This truss has been designed for a live load of 20.Opsf on the bottom chord in 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 Qt=lb) 2=799, 13=802. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always for iviiTek' required stability and to prevent collapse with possible personal injury and property damage: For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841507 r J35831 A15 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:08 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-egzuBZzKeNzs8W9QsKSLh8CUKbDo4y4AvxKM8LzOp8X -2-0-01 11-11 12-6-15 20.4-0 25-4-0 29-4-0 36-8-12 44-8-0 46 8-0 2-0-0 ' 7-1-11 ' S-5-5 7-9-1 5-0-0 4-0-0 7-4-12 7-11 4 2-0-0 6.00 12 46 = 2x4 11 5x6 = 5x8 = 3x8 = 06 = 2x4 II 06 = 4-9-15 11-7-15 12r6-15 20-4-0 25-4-0 29-4-0 36-8-12 44-8-0 4-9-15 6-10-0 0'11-'0 09-1 5-0-0 4-0-0 7-4-12 7-11-4 LOADING (pst) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 TCDL 15.0 Lumber DOL 1.25 BC 0.43 BCLL 0.0 Rep Stress Incr YES WB 0.83 BCDL 10.0 Code FBC2017rrP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-6,1-4: 2x4 SP 285OF 1.8E, 7-8: 2x6 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 OTHERS ' 2x4 SP No.2 *Except* 20-21: 2x4 SP No.3 REACTIONS. (lb/size) 2=2155/0-8-0, 11=2155/0-8-0 Max Horz 2=-493(LC 6) Max Uplift 2=-997(LC 4), 11=1121(LC 4) Max Grav 2=2155(LC 1), 11=2219(LC 14) DEFL. in (loc) I/deft Ud Vert(LL) 0.5215-16 >999 240 Vert(CT) -0.66 15-16 >817 180 Horz(CT) 0.18 11 n/a n/a Scale = 1:87.1 11 2x4 = 12 PLATES GRIP MT20 244/190 Weight: 261 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-16, 6-16, 7-16, 7-15, 10-15 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4024/1891, 3-5=-3382/1657, 5-6=2591/1399, 6-7=-2522/1375, 7-8=-2732/1535, 8-10=-3107/1657,10-11=-3908/2061 BOT CHORD 2-18=-149213547, 17-18=-1492/3547, 16-1 7=-1 169/2928, 15-16=1230/2836, 13-15=1712/3370, 11-13=1712/3370 WEBS 5-16=-950/470, 6-16=-1149/1802, 7-16=-1311/734, 7-15=453/157, 8-.15=609/928, 10-15=-918/593,10-13=-267/312, 5-17=-365/478,3-17=-659/340 NOTES- 1) Unbalanced roof live loads have been considered for this design. 1 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 = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=997,11=1121. i 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1•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 properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jrob , Truss Type Ply J35831 GHO Lot 98 Murray Residence ::�s �Qty T13841508 J35831 r A16 ROOF SPECIAL 1 1 Job Reference (optional) Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:09 2018 Page 1 ID:ACzXF5ZNyEayNQ9dnkZfEyGOD2-6tXGPvyPh5jmfkcQlzaDMlg4 YTpPPJ8b3vgnzOpBW -2-0-0 6-8-5 11-8-14 19-0-0 21-8-0 7-0-0 31-4-0 37-8-12 44-8-0 6-8-0 2-0 0 6-8-5 5-0-9 7-3-2 2-8-0 5-e 4-0-0 6 4-12 6-11 4 2-0-0 Scale = 1:86.7 6x6 = 6x6 = 6.00 12 11 2x4 = 13 4x6 = 2x4 11 5x6 = 3x8 =, — — 4x8 = 5x6 = 2x4 11 vxo LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 I CSI. TC 0.71 BC 0.40 WB 0.83 Matrix -AS 1 DEFL. in (loc) I/deft Ud Vert(LL) 0.33 16-18 >999 240 Vert(CT) -0.68 16-18 >783 180 Horz(CT) 0.17 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 281 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-7,8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 5-18, 8-16, 7-18, 7-16 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 `Except` 13-21: 2x4 SP No.2 REACTIONS. (lb/size) 2=2155/0-8-0, 12=2155/0-8-0 Max Horz 2=463(LC 7) Max Uplift 2=-812(LC 9). 12=-812(LC 9) Max Grav 2=2246(LC 13), 12=2214(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4194/1308, 3-5=-3555/1210, 5-6=2723/1071, 6-7=2384/1028, 7-8=-3742/1499, 8-9=-3217/1228, 9-11 =-3261/1178, 11-12=-3963/1287 1 BOT CHORD 2-20=-1010/4031, 19-20=-1010/4031, 18-19=-759/3365, 16-18=-444/2499, 15-16=-668/2813, 14-15=-942/3430, 12-14=942/3430 WEBS 3-19=-695/262, 5-19=-36/442, 5-18=-1068/431, 6-18=290/9461 8-16=-1949/821, 9-16=-224/878, 9-15=-131/439, 11-15=-798/314, 11-14=01287, 7-18=325/256, 7-16=-680/1820 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 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 Ot=lb) 2=812,12=812. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not®• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing is always required for stability and. to prevent collapse with possible personal Injury and property damage. For general guidance regarding the MiTek* Ci 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Qty PlyTJO 831 GHO Lot 98 Murray Residence 7HIPTRUSSpe T13841509 J35831 A17 1 Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:11 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2Ffopb?CxILR?zt?XS?21ng3Go8YHIPccvYOkgzOpBU 10-B-14 17-0-0 123 1 29.4-0 30-9-0 33-4-0 36-10-4 44-8-0 2-0-0 6-0.5 ' 4.8-9 ' 6-3-2 6-SO 58-0 1-SO56.4 5-9-12 6x8 — 6.00 12 6x6 = Scale = 1:83.1 d 0 3x6 IN I� 15 14 13 12 2x4 II 5x12 = 3x6 II 33-40 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.59 16-17 >904 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.62 16-17 >868 180 BCLL 0.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.21 12 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 310 lb FT = O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-6,1-4: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E *Except* 10-0-0 oc bracing: 14-16 9-14: 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 8-17 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2165/0-8-0, 12=2035/Mechanical Max Horz 2=503(LC 7) Max Uplift 2=-998(LC 4), 12=1073(LC 4) Max Grav 2=2165(LC 1), 12=2093(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4037/1881, 3-5=-3542/1715, 5-6=2897/1495, 6-7=2708/1519, 7-8=3066/1648, 8-9=3187/1702, 9-10=-3560/1824, 10-11=-2481/1280, 11-12=-2033/993 BOT CHORD 2-20=-1588/3559, 19-20=-1588/3559, 18-19=-1387/3088, 17-18=-1131/2508, 16-17=-1788/3598, 9-16=714/1195 WEBS 3-19=-508/254, 5-19=-314/413, 5-18=-773/400, 6-18=442/631, 6-17=271/494, 7-17=-571/872, 8-17=-1371/691, 10-16=387/1042, 10-13=-1371/547, 11-13=-1060/2133, 8-16=-853/345, 13-16=-1196/2258 ' 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 = 10.0psf. 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 Qt=lb) 2=998, 12=1073. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not , a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841510 J35831 + A18 HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:12 2018 Page 1 ID:ACzXFSZNyEa_pNQ9dnkZfEyGOD2-WSCP1xOnccTld7SB59WHr NFOCSLOmfmgZlaH6zOp8T z-o-o 7-7-10 7-9r4 150-0 20-0.0 258.0 31-40 35-4-0 39-10-4 44-8-0 2-o.o 7-7-10 0.1-10 7-2-12 54.0 .� 54-0 4-0.0 4-6-4 4-9-12 i 6.00 12 6x8 = 2x4 II 5x8 = 5 6 7 19 15 14 13 12 3x8 M18SHS = 2x4 I I 2x4 II 4x10 = 4x6 II V II 31-9-0 4-0-0 3310 7.4-0 54-0 5-4-0 51-0 0-7- 37-0 i I 4_ 49-12 GSO Scale = 1:87.8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(LL) 0.40 18-21 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.49 18-21 >999 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) 0.26 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 310lb FT=O% LUMBER- BRACING - TOP CHORD 2x6 SP DSS `Except i TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,1-4: 2x4 SP 285OF 1.8E, 9-11: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 `Except 4-9-0 oc bracing: 17-18 2-24,22-24: 2x4 SP 285OF 1.8E WEBS 1 Row at midpt 3-23, 7-22, 8-21 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 16 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 2=2158/0-8-0, 12=2016/Mechanical Max Horz 2=463(LC 7) Max Uplift 2=-1008(LC 4), 12=-1084(LC 4) Max Grav 2=2158(LC 1), 12=2039(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3875/1848, 3-5=-3111/1589, 5-6=-2989/1640, 6-7=-2987/1638, 7-8=-3345/1799, 8-9=-4073/2182, 9-10=-3624/1910, 10-11=-2258/1206, 11-12=-1989/1012 BOT CHORD 2-24=-1402/3377, 23-24=-1402/3377, 22-23=1102/2683, 21-22=1331/2964, 18-21=-1946/4042, 17-18=-1524/3195, 16-17=-1525/3195 WEBS 3-24=-257/319, 3-23=-796/406, 5-23=-403/548, 5-22=-348/673, 6-22=398/174, 7-22=-170/253, 7-21=-697/1079, 9-16=-313/369, 11-13=-1047/2049, 10-13=-1595/693, 9-18=-655/1326, 13-16=-1053/2088, 10-16=603/1398, 8-18=-935/386,'8-21 =-1 443/804 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) 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=1008, 12=1084. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based onlyupon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 MiTek' 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841511 J35831 A19 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:14 2018 Page 1 I D:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-TgK9Sd25DDjOsRcaCaZIwPSZg?FgUgv3ltngL?zOp8R -2-0-0 , 6-104 13-2-0 20-0-0 I 27-6-0 33-2-0 37-2-0 42-7-8 44-8-0 2-0-0 ' 6-10-0 nr3-12 7-2-0 7-2-0 5 8-0 4-0-0 5-5-8 2-0 8 I Scale = 1:84.2 6.00 12 6x8 = 3x6 = 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 FBC2017rrP12014 LUMBER - TOP CHORD 2x4 SP 285OF 1.8E'Except' 5-7,8-9,10-11: 2x6 SP No.2, 7-8: 2x4 SP No.2 BOT CHORD 2x4 SP 285OF 1.8E `Except' 14-18: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 11-14: 2x6 SP No.2, 11-13: 2x4 SP No.2 REACTIONS. (lb/size) 2=2148/0-8-0, 14=1996/Mechanical Max Horz 2=448(LC 7) Max Uplift 2=-811(LC 9), 14=-673(LC 9) Max Grav 2=2195(LC 13), 14=1996(LC 1) 2x4 11 6x8 = 18 15 14 2x4 2x4 II 3x6 — 2x4 I I 3x8 = 8-5-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.53 Vert(LL) 0.31 21 >999 240 MT20 244/190 BC 0.45 Vert(CT) -0.55 21-23 >971 180 M18SHS 244/190 WB 0.81 Horz(CT) 0.33 14 n/a n/a Matrix -AS Weight: 289 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-21 JOINTS 1 Brace at Jt(s): 13, 16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3917/1284, 3-5=-3250/1177, 5-6=3412/1312, 6-7=-3412/1312, 7-8=-3632/1316, 8-9=-3345/1207, 9-10=-3693/1258, 10-11=-2978/962, 12-14=-1940/677, 11-12=-18301601 BOT CHORD 2-25=-945/3604, 24-25=-945/3604, 23-24=-676/2946, 21-23=-804/3199, 20-21 =-1 298/4446, 19-20=129714449, 17-19=-1297/4449, 16-17=-916/3201, 13-16=-916/3201, 12-13=154/381 WEBS 3-25=0/264, 3-24=761/308, 5-24=-109/570, 5-23=-270/924, 6-23=-606/293, 7-23=-95/490, 7-21=290/1068, 8-21 =-1 5421598, 8-17=-1584/534, 9-17=371/1253, 10-13=-17191656, 11-13=1056/3112 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., GCpl=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=811, 14=673. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII quality 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 Jdb Truss Truss Type I Qty Ply J35831 GHO Lot 98 Murray Residence T13841512 J35831 A20 ROOF SPECIAL 1 1 Job Reference o tional Last L;oast I russ, M. Pierce, FL -J4948 6.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:16 2018 Pagel I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-PDSvtl3Llgzk5kmyK?bD?gX_kpwLyXtLIBGnQtzOp8P 0 9- 5-8-0 9-7-0 1-0-0 17-2-11 23-5.5 29-8-0 35-4-0 39.4-0 0-5 42-8-0 44-8-0 2.0.0 0-9- 4-11-0 3-11-0 1-5-0 6-2-11 6-2-11 6.2-11 5-B-0 4-0-0 -1-8 2-2-8 2-0-0 6.00 12 5x8 = 2x4 II 4x8 = 4x8 = 6 42 43 7 8 9 3x6 3x4 4 5 i 4x8 i c� o" 3 r d , d 2 I 1 od 3 4 31 32 29 d — 30 28 27 3x6 = 3x8 = 5x5 = 36 35 33 4x6 = 37 6x12 =2x4 3x4 = 3x4 II 3x4 = 6x6 = 44 10 6x6 = 5x6 = 7x6 = 5x8 = 2x4 II 11 j,— 13 14 15 Scale = 1:84.2 3 0 0 16 < o 26 25 24 d 21 2J II 17 3 = N 4x8 = 4x6 — — 5x8 = 3x8 M18SHS = 22 19 18 2x4 II ez3b 11 3x8 = 2x4 1.9.0 11-0-0 406-8 0 1 0-0. 3-11-0 3-11-0 -0-0 6.2-11 2-10.13 3J-13 6-2-11 5-8-0 0.11- 33-1 TO2-2-8 2-0.0 1-0-0 OSA I 0-1-8 Plate Offsets (X,Y)— [2:Edge,0-0-21,[6:0-1-12,0-3-41,[10:0-3-0,0-2-71 [12:0-5-12,0-2-12] [18:0-2-8 0-1-8] f27:0-2-8 0-3-4],[34:0-5-8,0-3-0] [38:0-3-4 0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.36 27 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.63 27-28 >849 180 M18SHS 244/190 w Stress 7 Horz(CT) 0.34 18 nla n/a BCDL 10.0 Code FBC2017/TPI2 1 Matrix-AS I Weight: 338 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E *Except` TOP CHORD 6-8,8-10: 2x6 SP DSS, 11-12,12-13,13-15: 2x6 SP No.2 BOT CHORD BOT CHORD 2x4 SP 285OF 1.8E *Except* 3-36: 2x6 SP DSS WEBS 2x4 SP No.3 *Except* WEBS 15-18: 2x6 SP N6.2, 35-38: 2x4 SP 285OF 1.8E, 34-38: 2x4 SP No.2 JOINTS REACTIONS. (lb/size) 2=2189/0-8-0, 18=2002/Mechanical Max Horz 2=421(LC 7) Max Uplift 2=-798(LC 9), 18=-671(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4204/1182, 3-4=-3754/1239, 4-6=-3475/1204, 6-7=3916/1429, j7-9=-3913/1427, 9-10=-3633/1344, 10-11=4077/1424, 11-12=5301/1813, 12-13=-3786/1284, 13-14=-1622/547, 14-15=-16221547, 16-18=1954/675, 15-16=-1897/631 BOT CHORD 2-38=-909/3680, 3-38=4/284, 35-36=-81/313, 31-34=887/3180, 30-31=932/3352, 28-30=-762/3044, 27-28=1127/4090, 26-27=-1127/4090, 24-26=-1623/5362, 23-24=978/3466, 21-23=-978/3466, 20-21=-966/3385, 17-20=966/3385 WEBS 10-26=412/1382, 11-26=-1949/726, 11-24=1183/466, 12-24=751/2220, 4-30=-451/194, 7-28=-507/244, 6-28=-399/1256, 9-26=-783/204, 9-28=-312/89, 13-17=-2420/824, 15-17=766/2335, 6-30=71/481, 34-38=-863/3201 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 8-2-0 oc bracing: 30-31 10-0-0 oc bracing: 36-38 1 Row at micipt 11-26 1 Brace at Jt(s): 20, 17, 34 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) 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 100 lb uplift at joint(s) except Qt=lb) 2=798,18=671. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 1010312015 BEFORE USE. • ■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 for MiTek always required stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO WIN Murray Residence ' T13841513 J35831 A21 HIP TRUSS 1 1 Job Reference (optional ❑abr wdbr r rubb, ri. rierce, rL ayayo d.2lu S her) 12 2U18 MI I eK Inaustnes, Inc, I-n Apr 20 13:35:18 2018 Page 1 I D:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-LcagH_5bHSDSL2wLRQdh5FdGXdXsQRJeDVIuUmzOp8N -2-0-0�_ 4-9-4 9-D-0 14-9-5 20-6-11 26-4-0 31-8-0 34-5-8 39-5-0 44-8-0 2-0-0 4-9 4 4-2-12 5-9-5 5-9-5 5-9-5 5-4-0 2-9 8 4-11-B 5-3-0 6x8 = 6.00 12 2x4 II ,7x8 = 33 34 5 6 2x4 II 6x8 = 7 35 36 8 Scale = 1:81.6 '^V 2x4 II 2x4 II 2x4 II 17 16 15 14 13 12 2x4 II 2x4 II 2x4 II 4x8 = 5x5 = 4x8 = US II 0t8-8 9-11-8 1 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 0.47 Vert(LL) 0.34 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.60 18-19 >894 180 BCLL 0.0 Rep Stress Incr YES WB 0.98 Horz(CT) 0.22 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 365lb FT=O% LUMBER- BRACING - TOP CHORD 2x6 SP DSS *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-4: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 285OF 1.8E *Except* 10-0-0 oc bracing: 16-18 2-20,18-20: 2x6 SP No.2, 7-16: 2x4 SP NoA 23-28: 2x4 SP No.2 WEBS 1 Row at midpt 11-12, 9-13 WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 22 15-18,8-18: 2x6 SP DSS REACTIONS. (lb/size) 12=2014/Mechanical, 2=2160/0-8-0 Max Horz 2=402(LC 7) Max Uplift 12=-671(LC 9), 2=-809(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-4064/1306, 3-4=-3697/1268, 4-5=-4549/1603, 5-6=-4546/1601, 6-7=-4884/1702, 7-8=-4864/1698, 8-9=-3218/1197, 9-10=1833/721, 10-11=-1833/721, 11-12=-1963/693 BOT CHORD 2-22=-1017/3596, 21-22=-1017/3596, 20-21=-874/3263, 19-20=-1487/5121, 18-19=-1487/5121, 7-18=-415/211, 14-15=-914/3093, 13-14=-912/3095 WEBS 3-21=-471/164, 4-21=-67/386, 6-18=-415/104, 15-18=-874/3146, 8-18=-872/2942, 8-15=-966/220, 9-15=-495/229, 9-13=-1806/597, 10-13=407/229, 11-13=-844/2563, 5-20=-459/222, 6-19=0/273, 4-20=536/1685, 6-20=-777/237 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 12=671,2=809. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS. AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is MiTek' always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and 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 Job Truss Truss Type '1 1 Qty Ply J35831 GHO Lot 98 Murray Residence T13841514 J35831 A22 . HALF HIP TRUSS 1 1 i Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:20 2018 Page 1 I D:ACzXF5ZNyEa_pN Q9d nkZfEyGO D2-H_hQ ig6sp3T9aM4jZrf9Agia BQ IfuNCxgpE?Zf7.Op8L i•2-0-0 2-8-0 7-0-2 14-7-7 22-1-2 29-6-14 37-1, i 44-8.0 i 2.0.0 2-8-0 4-4-0 7-7-7 7-511 7-&11 7-5-11 7-7-7 6x6 = Scale = 1:80.2 48 = 4x8 = 4x8 = 2x4 I I 4x4 = 44 = 5x6 = 22 20 17 16 15 14 13 12 11 i 2x4 II 6-3-8 4x8 = 6x6 = ;3x8 = 5x6 WB — 4x4 = 6x6 = 4x6 II 1-8-8 3-11-4 a 0-& -11 3-0-12 7-7-7 7-5-11 7-5-11 7-511 7-7-7 1-0-0 1_3-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 TCDL 15.0 Lumber DOL 1.25 BC 0.49 BCLL 0.0 Rep Stress Incr YES WB 0.89 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x6 SP No.2 `Except' 1-3: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP 285OF 1.8E *Except* 2-18: 2x6 SP SS, 3-17: 2x4 SP No.3, 11-12: 2x4 SP No.2 WEBS 2x4 SP No.3 `Except* 10-12,9-13,4-15,7-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=2001/Mechanical, 2=2174/0-8-0 Max Horz 2=367(LC 7) Max Uplift 11=-675(LC 9), 2=-804(LC 9) DEFL. in (loc) I/deft L/d Vert(LL) 0.30 15 >999 240 Vert(CT) -0.52 13-15 >999 180 Horz(CT) 0.09 11 n/a n/a 1� PLATES GRIP MT20 244/190 Weight: 324 lb FT = 0% BRACING- TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 9-1-0 oc bracing: 2-21 WEBS 1 Row at midpt 10-11, 10-12, 4-18 JOINTS 1 Brace at Jt(s): 18, 19 FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown.' TOP CHORD 2-3=3392/1100, 3-4=-2517/930, 4-6=-4129/1513, 6-7=4129/1513, 7-9=-3692/1368, 9-10=-2354/915, 10-11 =-I 930/700 BOT CHORD 2-21=-803/2966, 19-21=-330/1295, 18-19=-231/822, 16-17=-521/1716, 15-16=1111/3653, 13-15=-1124/3692,12-13=-671/2354,17-18=-519/243,3-18=-1061551 WEBS 10-12=966/2884, 9-12=-1548/612, 4-16=-382/207, 9-13=-561/1657, 4-15=-196/619, 7-13=-832/377, 6-15=-518/267, 7-15=-181/541, 16-18=-612/2009, 4-18=1336/470, 3-19=-176/686,17-21=-551/1796 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; 6=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 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 11=675, 2=804. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA,.Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 AWARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010212015 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 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 M iTek' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type i Qty Ply J35831 GHO Lot 98 Murray Residence T13841515 J35831 � A23 HALF HIP TRUSS � 1 1 Job Reference D tional Cast coast I russ, ri. rierce, rL a-rmv0 ts.ziu s reD 12 zuitf Mt I eK Inausines, Inc. i-n Apr 2U 1J:Jb:ZZ Z016 Page 1 I I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-ENpA7M86LgjtgfD6gGidF5nwpEyRMHoE77j6dXzOp8J -2-D•D 1 2.8-0 i 5.0-2 13.0.4 20-10.12 28-9-4 36-7-12 448.0 2-0-0 2-8.0 ' 2-4-0 ' 8-0.4 7- 0-8 7-10.8 7-10-8 .1 6x6 = 6.00 12 Scale = 1:80.2 4x10 = 4x8 = 2x4 II 4x4 = 4x8 = 4x4 = 5x6 = 23 21 18 17 16 15 14 13 12 11 2x4 // 5x6 = 7x8 WB - 4x8 = 6x8 - 4x4 = 7x8 = 4x8 11 �5x5 3 ; - _ 2x4 11 l� 1-8-8 2-9A 7-10-8 7-10-8 7-10-8 8-0-4 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 0.58 Vert(LL) 0.32 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.54 13-15 >986 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.88 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 352 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 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP DSS *Except* 8-7-0 oc bracing: 2-22 2-19: 2x4 SP 285OF 1.8E, 3-18: 2x4 SP No.3 WEBS 1 Row at midpt 10-11, 10-12, 4-19 WEBS 2x4 SP No.3 `Except' JOINTS 1 Brace at Jt(s): 19, 20 10-12,9-13,4-15,7-15: 2x4 SP No.2, 16-19,4-19: 2x6 SP DSS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=2001/Mechanical, 2=2174/0-8-0 Max Horz 2=294(LC 7) Max Uplift 11=-674(LC 9), 2=805(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3477/1079, 3-4=-2572/890, 4-6=-5116/1817, 6-7=-5116/1817, 7-9=4714/1685, 9-10=-3052/1126,10-11=-1920/695 BOT CHORD 2-22=-817/3088, 20-22=341/1588, 19-20=-231/1023, 16-18=-483/1541, 1 5-16=-1347/4295,13-15=-1490/4714, 12-13=-930/3052, 18-19=-745/315, 3-19=-105/521 WEBS 10-1 2=-1 160/3446, 9-12=-1521/614, 4-16=-550/271, 9-13=-641/1903, 4-15=314/957, 7-13=-768/358, 6-15=-533/277, 7-1 5=-1 68/461, 16-19=-893/2844, 4-19=-1857/683, 3-20=-205/819, 18-22=551/1736 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160rriph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=44911t; 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=674, 2=805. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841516 J35831 - IA24 HALF HIP TRUSS 1 2 Job Reference o tional taSt UOasi I fuss, m. tierce, t-L 34V40 6.z1 u s FeD lz zut6 MI I elc Inaustfles, Inc. t-n Apr zu 13:30:z3 zuiu Fage 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-iZNZLi9k6 rkRpolEzDsoJKABeJH4k9NMnSf9zzOp81 i-2-0-0 2-8-0 3�0.0 10-0.8 16-11-4 23-10-0 30.8.12 37-7-8 44-8-0 2-0-0 2�4-0 7-0.6 6-10.12 6.10-12 6-10.12 6.10-12 7-0-8 6.00 12 4x8 = 6x6 = 4x8 = 4x8 = 4x4 = 2x4 II 4x4 = 3 4 25 26 5 6 7 827 9 28 Scale = 1:80.2 4x4 = 5x6 = 10 11 1g 3x6 = 20 19 18 17 16 15 14 13 12 2i 3.8 3tc4 I I 7x6 = 4x8 -_ 4x4 = 7x8 = 7x6 = 4x4 = 2x4 11 5x8 = f1 1-8-8 3-0-0 7-0-8 6-10-12 6.10-12 6-10-12 7-0-8 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.28 Vert(LL) 0.27 15-16 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.49 I Vert(CT) -0.45 15-16 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 12 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 635 lb FT = O% LUMBER- BRACING - TOP CHORD 2x6 SP DSS *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP 285OF 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP DSS *Except* 10-0-0 oc bracing: 19-21 2-21: 2x4 SP 285OF 1.8E, 3-19: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 12=2002/Mechanical, 2=2198/0-8-0 Max Horz 2=226(LC 7) Max Uplift 12=673(LC 9), 2=798(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4149/1244, 3-4=-3850/1210, 4-6=6240/2162, 6-7=-6584/2282, 7-9=-6584/2282, 9-10=-5673/1981, 10-11=-3516/1257, 11-12=-1921/687 1 BOT CHORD 2-21=-979/3687, 19-21=0/265, 3-21=-408/1539, 16-18=1492/4701, 15-16=-2011/6240, 14-15=-1829/5673,13-14=-1106/3516 WEBS 11 -1 3=-1 293/3848, 10-13=-1572/619. 4-18=-1163/457, 10-14=-806/2404, 4-16=-5B1/1729, 9-14=920/395, 6-16=-630/298, 9-15=-336/1015, 6-15=-210/388, 7-15=-487/252, 18-21 =1 455/4585, 4-21=-842/419 NOTES- 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=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 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 12=673, 2=798. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not I truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII'. Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841517 J35831 A25G HALF HIP TRUSS 1 1 Job Reference (optional) east Boast I Fuss, N. t'Ierse, t-L -54W40 ts.zlu s reD iz zuib MI I ex InausineS, Inc. t-n Apr zU i3:Jb:zb zuits rage i ID:AC2 XF5ZNyEa_pNQ9dnkZfEyGOD2-683hzjBdOvEJIHXtv5mZPxyWdrG2H3Dg2lhJmlzOpBF 28A-2 2-0-12 6-2-7 5-4-15 0.1 2 5-4-3 0- -3 2-10.13 21r7 38-6 1-7-5 4-2-3 135 4-7-15 9 51-11 0-1-12 Scale = 1:78.7 6.00 12 6x= 4x4 = 3x4 11 I 2 3 24 25 4 26 27 6x6 = 5x8 = 2x4 II Sx8 = 48 = 4x8 = 4x4 = 4x4 = 5x6 = 528 629 30 31 7 32 ,8 33 34 35 9 36 10 37 38 1139 40 41 42 12 43 44 45 13 23 46 47 48 22 49 50 21 51 52 53 20 54 19 55 56 18 57 17 58 59 60 16 61 62 63 15 64 65 66 14 5x5 = 3x4 = 5x6 = 6x12 = 4x8 = 4x6 = 3x4 = 5x6 = 5x6 = 3x6 II I 33-8-6 6-2-7 11-7-5 17-1-0 20.1-0 22-7-11 26.42 28-1-2 32-'+-5 �'+-R-10 6-2-7 5-415 5-S•15 3-0-0 2.6-7 3-8� 1-9-1 4.2-3 1A-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.31 16-17 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.46 16-17 >719 180 BCLL 0.0 Rep Stress Incr NO WB 0.98 Horz(CT) 0.08 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 `Except` TOP CHORD 1-3: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' BOT CHORD 21-23: 2x4 SP No.2, 18-21: 2x4 SP 285OF 1.8E WEBS WEBS 2x4 SP No.3 *Except` 13-14,2-23,5-20,8-20: 2x6 SP No.2, 8-19,7-20: 2x8 SP No.2 13-15,9-19: 2x4 SP No.2 REACTIONS. (lb/size) 14=1693/Mechanical, 23=889/0-7-4. 20=4244/0-4-5 Max Horz 23=162(LC 7) Max Uplift 14=-722(LC 9), 23=-456(LC 9), 20=-1836(LC 9) Max Grav 14=1727(LC 31), 23=907(LC 29), 20=4344(LC 29) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-737/391, 4-5=-348/666, 5-7=-1587/3896, 7-8=-1587/3896, 8-9=-475/1154, 9-11=-2739/1177,11-12=-4131/1762,12-13=-3371/1447,13-14=1601/722, 2-23=-332/367 BOT CHORD 21-22=-339/737, 20-21=709/329, 19-20=-1184/544, 17-19=-1094/2720. 16-17=-1698/4110, 16-16=1406/3349 WEBS 8-19=-632/1723, 5-20=-3554/1500, 3-22=332/623, 5-21=-249/852, 4-21 =-1 505/633, 3-23=-617/312, 13-15=-1441/3440, 12-16=-341/824, 9-19=-4121/1732, 7-20=-480/276, 8-20=-3555/1494, 9-17=-237/857, 12-15=1012/553, 11-17=-1508/655' 5.7-3 PLATES GRIP MT20 244/190 Weight: 288 lb FT = 0% Structural wood sheathing directly applied or 3-3-14 oc purlins, except end verticals. Rigid ceiling directly applied or 4-10-7 oc bracing. 1 Row at midpt 5-20, 13-15, 9-19, 11-17 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; 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 withstanding 100 lb uplift at joint(s) except Qt=lb) 14=722, 23=456, 20=1836. Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: April 20,2018 ®WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type I Qty Ply J35831 GHO Lot 98 Murray Residence T13841517 J35831 , A25G HALF HIP TRUSS i 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:26 2018 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-683hzjBdOvEJIHXtv5mZPxyWdrG2H3Dg2lhJmlzOpBF NOTES- 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 172 Ib down and 138 Ib up at 0-11-4. 169 Ib down and 129 Ib up at 3-0-12, 169 Ib down and 129 Ib up at 5-0-12, 169 Ib down and 129 Ib up at 7-0-12, 169 Ib down and 129 Ib up at 9-0-12, 169 Ib down and 129 Ib up at 11-0-12, 169 Ib down and 129 Ib up at 13-0-12, 169 Ib down and 129 Ib up at 15-0-12, 169 Ib down antl 129 Ib up at 17-0-12, 169 Ib down and 129 Ib up at 19-0-12, 169 Ib down and 129 Ib up at 21-0-12, 169 Ib down and 129 Ib up at 23-0-12, 169 Ib down and 129 Ib up at F5-0-12, 169 Ib down and 129 Ib up at 27-0-12, 169 Ib down and 129 Ib up at 29-0-12, 169 Ib down and 129 Ib up at 31-0-12, 169 Ib down and 129 Ib up at 33-0-12, 169 Ib down and 129 Ib up at 35-0-12, 169 Ib down and 129 Ib up at 37-0-12, 169 Ib down and 129 Ib up at 39-0-12, and 169 Ib down and 129 Ib up at 41-0-12, and 169 Ib down and 129 Ib up at 43-0-12 on top chord, and 57 Ib down and 21 Ib up at 1-0-12. 57 Ib down and 21 Ib up at 3-0-12, 57 Ib down and 21 Ib up at 5-0-12, 57 Ib down and 21 Ib up at 7-0-12, 57 Ib down and 21 Ib up at 9-0-12, 57 Ib down and 21 Ib up at 11-0-12, 57 Ib down and 21 Ib up at 13-0-12, 57 Ib down and 21 Ib up at 15-0-12, 57 Ib down and 21 Ib up at 19-0-12, 57 Ib down and 21 Ib up at 21-0-12, 57 Ib down and 21 Ib up at 23-0-12, 57 Ib down and 21 Ib up at 25-0-12, 57 Ib down and 21 Ib up at 27-0-12, 57 Ib down and 21 Ib up at 29-0-12, 57 Ib down and 21 Ib up at 31-0-12, 57 Ib down and 21 Ib up at 33-0-12, 57 Ib down and 21 Ib up at 35-0-12, 57 Iti down and 21 Ib up at 37-0-12, 57 Ib down and 21 Ib up at 39-0-12, and 57 Ib down and 21 Ib up at 41-0-12, and 57 Ib down and 21 Ib up at 43-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 2-3=-70, 3-13=-70, 14-23=20 Concentrated Loads (lb) Vert: 3=80(F) 6=80(F) 7=-80(F) 24=80(F) 25=80(F) 26=-80(F) 27=-80(F) 28=-80(F) 31=-80(F) 32= 80(F) 33=80(F) 34=80(F) 35=-80(F) 36=80(F) 37=80(F) 39=-80(F) 40=-80(F) 41=80(F) 42=-80(F) 43=-80(F) 44=-80(F) 45=-80(F) 46= 46(F) 47=-44(F) 48=-44(F) 49=-44(F) 50=44(F) 51=-44(F) 52=-44(F) 53=-44(F) 54=44(F) 55=-44(F) 56=-44(F) 57=-44(F) 58=44(F) 59=-44(F) 60=-44(F) 61=-44(F) 62=-44(F) 63=-44(F) 64=-44(F) 65=44(F) 66=44(F) ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ■■■ Design valid for use only with 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 ANSI TPII Quality 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 J35831 GHO Lot 98 Murray Residence T13841518 J35831 ' B01 G COMMON GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:28 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2XASOPDtwWU1YahG1 Wpl VM1t?fu4lzt6W3AQrBzOp8D -�-0-0 4-3-0 7-11-8 11-8-0 15-4-8 18-3.4 23-4-0 i 25-4-0 , 2-0-0 3-8-8 3-B-8 2-10-12 5-0-12 2-0-0 Scale = 1:51.1 1x4 II 1 - HUS26 6x8 M18SHS = 6.00 12 8x8 = 10x14 M18SHS = ---- 7x6 = 3x6 1 HUS26 HUS26 HUS28-2 HUS26 1x4 II 11 4-3-0 411-1 7-11-8 9S5 11-8-0 13-10-11 1TI 18-0-4 18 -2 234-0 4-3-0 0-8-1 2-11-10 1-5-13 2-2-11 2-2-11 15-13 2-10-12 0- -14 4-11-14 Plate Offsets (X,Y)— (1:0-2-4,0-0-8], [2:0-4-7,Edge], [4:0-3-0,Edge], [5:0-2-0,0-2-0], [8:0-3-0,Edge], [10:0-4-7,Edge], [11:0-24,0-0-8], [12:04-8.0-1-8], [13:0-3-0.0-5-4]. [14:0-6-8 0-6-0] [15:0-3-12,0-6-0] [16:0-4-8 0-1-8] 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 0.92 Vert(LL) 0.35 14-15 >798 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.55 14-15 >512 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.91 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -MS Weight: 347 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied or 2-1-15 oc purlins. BOT CHORD 2x8 SP DSS BOT CHORD Rigid ceiling directly applied or 74-11 oc bracing. WEBS 2x4 SP No.3 *Except* 5-15,7-13: 2x4 SP No.2, 6-14: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=11160/0-8-0, 10=8760/0-8-0 Max Horz 2=302(LC 24) Max Uplift 2=-4597(LC 9), 10=-3308(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=22718/8906, 3-5=-18186/6785, 5-6=-1331414952, 6-7=14085/5236, 7-9=-17104/6275,9-10=-19029/6960 BOT CHORD 2-16=-7810/20307, 15-16=-7810/20307, 14-15=-5808/16233, 13-14=5343/15268, 12-13=-6043/16977, 10-12=-6043/16977 WEBS 3-16=-883/2027, 3-15=-4633/2276, 5-15=-2348/6091, 5-14=-602212407, 6-14=4394/11898, 9-12=-796/2048, 9-13=-2224/911, 7-13=-1523/4238, 7-14=-4096/1549 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 0-2-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), 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. 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. ' 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=4597, 10=3308. Joaquin Velez PE No.68182 9) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 6-10d Truss, Single Ply Girder) or equivalent spaced at 8-0-0 oc max. starting at MiTek USA, Inc. FL Cert 6634 2-3-4 from the left end to 14-3-4 to connect truss(es) to front face of bottom chord. 6904 Parke East Blvd. Tampa FL 33610 10) Use Simpson Strong -Tie HUS28-2 (6-16d Girder, 6-16d Truss) or equivalent at 16-2-8'from the left end to connect truss(es) to front Date: face of bottom chord. April 20,2018 Continued on page 2 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall t� t� building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 'y'iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb , I Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence I T13841518 J35831 ' 1301G COMMON GIRDER 1 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:28 2018 Page 2 j ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-2XASOPDtwWUIYahG1Wp1VM1t?fu4lzt6W3AQrBzOp8D NOTES- 11) Use Simpson Strong -Tie HUS26 (14710d Girder, 4-10d Truss) or equivalent at 18-3-4 from the left end to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support con I entrated load(s) 1986 lb down and 1139 lb up at 4-3-4 on top chord, and 1976 lb down and 693 lb up at 6-1-4 and 1982 lb down and 691 lb up at 8-3-4 on bottom chord! The design/selection of such connection device(s) is the responsibility of others. 14) Special hanger(s) or ogler connection device(s) shall be provided at 7-2-4 from the' left end sufficient to connect truss(es) to front face of bottom chord. The design/selection of such special connection device(s) is the responsibility of others[ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-6=-70, 6-11=-70, 2-10=-20 I Concentrated Loads (lb) Vert: 3=-1946(F)12=-1673(F)14=-1981(F)27=-2015(F)28=-1976(F)29=-1982(F)30=-1994�F) 31 =-1 981 (F) 32=-1 982(F) ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 ANSIRPII quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841519 J35831 , 1 802 COMMON I 5 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:29 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-XjkgblDVhgcu9kGSbEKG1 aaB K2 KPUboGlivzNdzOp8C -2-0-0 6-1-4 11-8-0 17-2-12 23-4-0 25-4 0 2-0-0 6-1-4 5 6-12 5-6-12 6-1-4 2-0-0 1 x' 0 d 1 4x4 = 3x4 = 3x4 — Scale = 1:47.5 K4 11 'd d LOADING (pst SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 I Vert(LL) -0.12 8-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.64 1 Vert(CT) -0.22 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 118lb FT=O% 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 OTHERS 2x4 SP No.2 *Except* 13-14,15-16: 2x4 SP No.3 REACTIONS. (lb/size) 2=1195/0-8-0, 6=1195/0-8-0 Max Horz 2=302(LC 6) Max Uplift 2=-489(LC 9), 6=489(LC 9) Max Grav 2=1218(LC 13), 6=1218(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1805/594, 3-4=-16101613, 4-5=1611/613, 5-6=-1806/594 BOT CHORD 2-10=-335/1746, 8-10=-97/1116, 6-8=-335/1548 WEBS 4-8=-195/711, 5-8=-469/251, 4-10=-195/710, 3-10=-468/251 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160niph (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) 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 = IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=489,6=489. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904.Parke East Blvd. Tampa FL 33610 Date: April 20,2018 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841520 J35831 I B03 HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:30 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-?vlCp5E7S8klnuge8xrVan6LsSiHDzsPzMfXv3zOp8B 124-0 1-1 2-0-D 5-9-0 5-2-12 8.0 5.2-12 5-94 080 Scale: 1/4"=1' 4x6 = 3X6 II 1 4X6 = 4 15 B 3X4 = 1X4 11 bXd — IX4 II 3X4 — 5-94 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 4-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 15-16,17-18: 2x4 SP No.3 REACTIONS. (lb/size) 2=1195/0-8-0, 8=1195/0-8-0 Max Horz 2=287(LC 7) Max Uplift 2=489(LC 9), 8=-489(LC 9) 12-4.0 5-2-12 5.2.12 5-94 CS1. DEFL. in (loc) I/deft Lld PLATES GRIP ETC 0.32 Vert(LL) 0.0710-11 >999 240 MT20 2441190 BC 0.47 Vert(CT) -0.14 10-11 >999 180 WB 0.56 HOrc(CT) 0.06 8 n/a rile Matrix -AS Weight: 123 lb FT = 0% I BRACING- TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=-1842/583, 3-4=-1283/493, 4-5=-1034/476, 5-6=-10341476, 6-7=1283/493, 7-8=-1842/583 BOT CHORD 2-12=-330/1700, 11-12=-330/1700, 10-11=-330/1580, 8-10=-330/15801 WEBS 3-11=-682/251, 7-11=-684/251,5-11=-192/648 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=489, 8=489. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job / Truss Truss Type Qty Ply 831 GHO Lot 98 Murray Residence T13841521 Tjob J35831 t 604 HIP 1 Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:31 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-T6saORFIDRsbP2PdfMk6?fU9s—uyW4ZC004SWzOpBA i -2 O O 6-4-10 9-0-0 144-0 i 16-11-6 23-4-0 25-0-0 2-0-0 6-4-10 2-7-0 5-4-0 2-7 6 6-4-10 2-0-0 1 x4 cs 6x6 = 24 6x6 = 255 4x4 = 3x4 — 3x4 = 4x4 = Scale: 1/4"=l' 9-0-0 1 1 5-4-0 9-0-0 Plate Offsets (X,Y)— •[1:0-2-4,0-0-81, [4:0-3-0,0-2-71, [5:0-3-0,0-2-71, [8:0-2-4,0-0-81 1 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 0.48 Vert(LL) -0.17 11-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.37 11-20 >765 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.17 Horz(CT) 0.05 7 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -AS Weight: 115 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD Structural wood sheathing directly applied. 4-5: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except' 14-15,16-17: 2x4 SP No.3 i REACTIONS. (lb/size) 2=1195/0-8-0, 7=1195/0-8-0 Max Horz 2=-243(LC 6) Max Uplift 2=489(1_C 9), 7=-489(LC 9) Max Grav 2=1259(LC 13), 7=1259(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1815/583, 3-4=1549/551, 4-5=1335/515, 5-6=1550/551, 6-7=1815/583 BOT CHORD 2-11=-317/1722, 9-11=-184/1421, 7-9=-317/1540 WEBS 3-11=476/203, 4-11 =-1 12/552, 5, 9=-112/552, 6-9=-477/203 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. 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 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 Qt=lb) 2=489, 7=489. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not L-•��YOR a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing inn 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 ANSTITP11 Quality 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 J35831 GHO Lot 98 Murray Residence I T13841522 J35831 1 B05G HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:33 2018 Page 1 I D:ACzXF5ZNyEa_pN Q9dnkZfEyGOD2-PU_LR6GO136JeLZDg4OCBQkovgkoQKOrfKtB WOzOpBB -2-0-0 3-9.4 7-0-11 11-8-0 16-4-0 19-0-12 23-4-0 I 25-4-0 2-0-0 3-9-4 3-2-12 4-8-0 4-8-0 3-2-12 3-9-4 2-0 00 Scale: 1/4"=1' 7x8 = 26 2x4 II 5 27 7x8 = 4X0 — LX4 II OXO — I /Xo — OXO — 4X4 II 4X0 — 3-9-4 7-0-0 11-8-0 164-0 19£-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)— 11:0-2-4,0-0-81, [2:0-4-0,0-1-151, [4:0-2-8,0-4-81, [6:0-2-8,0-4-81, [8:0-4-0,0-1-151, [9:0-2-4,0-0-81, [11:0-3-0,0-4-41, [12:0-4-0,0-4-81, [13:0-3-0,0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(ILL) 0.19 12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.30 12 >945 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 157 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E *Except* TOP CHORD Structural wood sheathing directly applied or 2-11-0 oc purlins. 4-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-11 oc bracing. BOT CHORD 2x6 SP SS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 *Except* 1-15,9-16: 2x4 SP No.2 REACTIONS. (lb/size) 2=2776/0-8-0, 8=2776/0-8-0 Max Horz 2=-199(LC 6) Max Uplift 2=-1205(LC 9), 8=-1205(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5473/2188, 3-4=-5093/2083, 4-5= 4755/1977, 5-6=4755/1977, 6-7=-5093/2083, 7-8=-547312188 BOT CHORD 2-14=-1809/4893, 13-14=-1809/4893, 12-13=-1597/4432, 11-12=-159,7/4432, 10-11 =-1809/4893,8-10=-1809/4893 I WEBS 4-13=-604/1492, 4-12=-154/465, 5-12=-406/214, 6-12=154/465, 6-11=-604/1492, 3-13=-668/270, 7-11=-668/270 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 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 with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1205, 8=1205. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 611 lb down and 340 lb up at 5-0-5, and 611 lb down and 340 lb up at 18-3-11 on top chord, and 14 lb down and 49 lb up at 5-0-5, 1039 lb down and 450 lb up at 7-1-4, and 1039 lb down and 450 lb up at 16-2-12, and 14 lb down and 49 lb up at 18-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members, only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jub Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841522 J35831 ' B05G HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Uniform Loads (pif) Vert: 1-4=-70, 4-6=-70, 6-9=-70, 2-8=-20 Concentrated Loads (1b) Vert: 13=-1039(B)11=-1039(B)25=-571(B)28=-571(B)29=29(B)30=29(B)' 8.210 s Feb 12 2018 MiTek Industries, Inc. Fn Apr 20 13:35:33 2018 Page 2 ID:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-PU_LR6GO136JeLZDg4OCBQkovgkoQKOrfKtB WOzOp88 "1 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �. a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the AiTek• 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 r Truss Truss Type Oty Ply J35831 GHO Lot 98 Murray Residence - 1 � T73841523 J35831 C01G ROOF SPECIAL GIRDER 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:35 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-Lt55sol GHgM 1 tfjcxURgHrgCZTH8uJg87eMlbHzOp86 2-0-0 0-9-0 4 6-0 7-3-0 9-0-0 11-0-0 2-0-0 0-9-0 3-9-0 2-9-0 1-91 2-0-0 4x4 = 13 12 11 10 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP N0.2 *Except* 2-14,6-8: 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except` 17-18,19-20: 2x4 SP No.3 REACTIONS. (lb/size) 2=1804/0-8-0, 6=2350/0-8-0 Max Horz 2=144(LC 24) Max Uplift 2=-802(LC 9), 6=-991(LC 9) 3x10 M18SHS II 3x8 = HUS26 3x10 M18SHS II Special Scale=1:27.3 CSI. I DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.32 Vert(LL) 0.05 9 >999 240 MT20 244/190 BC 1.00 Vert(CT) -0.08 .9 >999 180 M18SHS 244/190 WB 0.25 I Horz(CT) 0.04 6 n/a n/a Matrix -MS Weight: 150 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except' 10-0-0 oc bracing: 12-14, 8-10 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown' TOP CHORD 2-3=-2987/1086, 3-4=-19201858, 4-5=-1907/854, 5-6=4067/1461 BOT CHORD 2-14=-922/2646, 12-14=-102/380, 11-12=-505/1441, 10-11=-664/1936, 8-10=-454/1400, 5-8=-360/1165, 6-8=-1235/3615 WEBS 4-11=-605/1323, 3-11=-269/413, 5-11=-303/89 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 1 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. 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) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=802,6=991. 9) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 6-10d Truss, Single Ply Girder) or equivalent at 4-8-12 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 974 lb down and 351 lb up at 7-0-4 on bottom chord. The design/selection of such connection device(s) is the resbonsibility of others. d"Pi"U 1jeSpandard Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 10/03/2015 BEFORE USE. • ■■■ Design valid for use only with WWI) connectors. This design is based only upon parameters shown, 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.lhis 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, sae ANSIfTPHi Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Tampa, FL 36610 Job . Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841523 J35831 , r C01G ROOF SPECIAL GIRDER 1 Job Reference (optional) 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: 1-4=-70, 4-7=-70, 14-21=-20, 12-13=-20, 10-12=-20, 9-10=-20, 8-24=-20 Concentrated Loads (lb) Vert: 10=-974(F) 11=-2032(F) 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:35 2018 Page 2 I D:FOzOEfHnMVNaUwbMujnL80yhM15-Lt55solGHgM 1 trjjcxURgHrgCZTH8uJg87eMlbHzOp86 ® 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 pioperiy 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 BelMiTek• Is always required for stability and to prevent collapse 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 Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841524 J35831 � � CO3 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:36 2018 Page 1 I D: FOzO EfHn MVNaUwb Mujn L80yh MI5-p3fT38J u2—Uu Vpl oVCyvp2 MORtgmdpll M16r7jzOp85 -2-0-0 i 0-9-0 i 4.6-0 7-3-0 9-0-0 11-0-0 2-0-0 0-9-0 3-9-0 2-9-0 1-9-0 2-0-0 Scale = 1:26.2 4x4 = 0-9-0 1-9-0 4-6-0 8-3 8-3-0 91;10 0 9- -010 2-9-0 2-9-0 1-0-0 0-9 0 Plate Offsets (X,Y)— [1:0-2-4,0-0-81,[7:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.02 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.05 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -AS Weight: 66 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 3-12,5-10: 2x4 SP No.3 10-0-0 oc bracing: 12-14, 8-10 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except 17-18,19-20: 2x4 SP No.3 REACTIONS. (lb/size) 2=572/0-8-0, 6=573/0-8-0 Max Horz 2=144(LC 7) Max Uplift 2=264(LC 9). 6=-264(LC 9) Max Grav 2=577(LC 13), 6=577(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-483/24, 3-4=-284/146, 4-5=-267/146, 5-6=-483/24 BOT CHORD 2-14=0/472, 11-12=0/261, 6-8=0/433 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=264, 6=264. 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. Joaquin Velez PE No.88182 MiTek USA, Inc. FL'Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see AN811TPI1 I Quality 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 Jdb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841525 J35831 r t CO3GE GABLE 1 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:37 2018 Pagel ID:FOzOEfHnMVNaUwbMujnL80yhM15-IGDrHUKWpHcI7zt 3vT8MGvZAHBTMGrRayrOf9zOp84 -2-0-0 4E-0 1 i _ _9-0-0_ _ 11-0-0 2-0-0 4.84) 4-6-0 2-0-0 4x4 = Scale = 1:24.8 IO O Plate Offsets (X Y)- [1:0-2-4,0-0-8] [6:0-0-0,0-0-0] 17:0-0-0,0-0-01,[9:0-2-4,0-0-8] LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 9 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.05 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.03 Horz(CT) 0.00 8' n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-S Wind(LL) 0.01 9 n/r 120 Weight: 52 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 *Except` 9-15,1-16,17-18,19-20:2x4 SP No.2 REACTIONS. All bearings 9-0-0. (lb) - Max Horz 2=140(LC 7) j Max Uplift All uplift 100 lb or less at joint(s) 14, 10 except 2=-279(LC 8), 8=279(LC 8), 13=109(LC 8). 11=-109(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 12, 13, 14, 11, 10 except 2=309(LC 1). 8=316(LC 14) FORCES. (Ib) -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; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=2ft; 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) Truss designed far wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 14-0 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 all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10 except (jt=lb) 2=279, 8=279, 13=109, 11=109. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall [ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841526 J35831 ' D01 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:38 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-mSnEUgKBabkck7SBcd_NuTSf9hT15bFbpcbyBczOp83 5.3.0 9-2-8 10-6-0 2-0.0 5-3-0 3-11-8 1-3-8 4x4 = 10 8 7 2x4 II 2x4 II 9-8-8 i 1�-8 1F7-8 53A 9-1.8 9.2.8 i1dJP?6 1-3� 8 0� 3-7-6 3-108 D--o a9-8 o-6-0 Scale = 1:36.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.01 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.37 Vert(CT) 0.01 11-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) -0.01 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 *Except' BOT CHORD Rigid ceiling directly applied. Except: 8-9: 2x4 SP No.3 5-0-0 oc bracing: 9-11 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 13=43210-8-0, 11=1733/0-8-0 Max Horz 13=367(LC 7) Max Uplift 13=516(LC 26). 11=-509(LC 9) Max Grav 13=663(LC 13), 11=1734(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-479/513, 3-4=-279/375, 4-5=-271/376, 5-6=704/1980 BOT CHORD 2-13=-410/525, 12-13=-443/466, 11-12=-1893/751, 9-11 =-1 893/751, 6-9=-1829/728 WEBS 3-13=-658/587, 5-11 =-1 374/412, 5-12=-416/1468, 4-12=-459/223, 3-12=-613/514 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 13=516, 11=509. 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. 7) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent at 10-4-4 from the left end to connect truss(es) to front face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 2-9=-20, 8-10=-20, 7-8=-20 Concentrated Loads (lb) Vert: 6=-1076(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MrrekO connectors. This design is based only upon parameters shown, and is for an individual building component, not lei 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 ANSLITP11 Quality 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 b ' Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841527 J35831 ' I D02 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:39 2018 Page 1 I D: FOzOEfHnM VNaUwbM ujn L80yh MI5-EeLciALnLvsTM GONAKVcRh_ry4mpq 9Vk2 GKVk2zOp82 -2-0-0 5-3-0 10-M 12-6-0 2-0-0 5-3-0 5-M 2-0-0 Scale = 1:24.9 44 = 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 0.55 Vert(LL) 0.08 9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.08 9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 53 lb FT = 0%/ LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 j BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 12-13,15-16: 2x4 SP No.3 REACTIONS. (lb/size) 10=609/0-3-9, 8=625/0-3-9 Max Horz 10=161(LC 7) Max Uplift 10=413(1_C 9), 8=515(LC 9) Max Grav 10=623(LC 17), 8=634(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOT CHORD 2-1 0=-1 76/266, 9-1 0=-1 79/266, 8-9=-179/266, 6-8=-179/266 WEBS 3-10=-3851231, 5-8=-385/270 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=413, 8=515. 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. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not e 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 p►ie4llf MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the yy� fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841528 J35831 , 1.D03 COMMON 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:40 2018 Page 1 ID:FOzOEfHnMVNaUwbMujnL60yhM15-iq%_vWMP5C7K_QbZk20r uX4QUBVzzgtGw42GUzOp81 -2-0-0 5-3-0 10.6-0 12-6-0 2-0-0 5-3-0 5-3-0 2-0-0 Scale = 1:24.9 4x4 = 1-4-8 -4- 3-" 1 5-3-0 Plate Offsets (X,Y)— 11:0-2-4 0-0-8] (6:0-2-4 0-0-81 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 7-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.04 7-20 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 57 lb FT = O% 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 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=49710-8-0, 8=737/0-8-0 Max Horz 8=161(LC 7) Max Uplift 5=409(LC 9), 8=-523(LC 9) Max Grav 5=501(LC 18), 8=737(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-462/567, 3-4=-303/219, 4-5=-330/207 BOT CHORD 2-8=483/531, 7-8=482/531 WEBS 3-8=-712/503, 3-7=552/727 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 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 withstanding 100 lb uplift at joint(s) except (jt=lb) 5=409,8=523. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 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 MiTek is always required for stability and to prevent collapse with possible personal Injury and propertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Jbb r Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841529 J35831 , D03A COMMON 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:40 2018 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-igv_vWMP5C?K QbZk20r uX4QUATZcdtGw42GUzOp81 2-0-0 5-3-0 10-M 12-6-0 2-0-0 5-3-0 5-3-0 2-0-0 Scale = 1:24.9 4x4 = 5-0-0 10-6-0 ' 5-3-0 5-3-0 Plate Offsets (X,Y)— 11:0-2-4,0-0-81,15:0-2-4,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.05 6-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.04 6-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 51 lb FT = O% 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 OTHERS 2x4 SP No.2 `Except` 9-10,11-12: 2x4 SP No.3 REACTIONS. (lb/size) 2=617/0-8-0, 4=617/0-8-0 Max Horz 2=161(LC 7) Max Uplift 2=499(LC 9), 4=-499(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-602/420, 3-4=-602/420 BOT CHORD 2-6=-196/475, 4-6=-196/475 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 withiany other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=499,4=499. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,711.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job r Truss Truss Type City Ply J35831 GHO Lot 98 Murray Residence T13841530 J35831 i I D04GE GABLE 1 1 Job Reference. o floral East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:41 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-A1 TM6rN1 sW7BbaAmIIY4W64F9uYV14tl VapcoxzOp80 t0-0 5-3-0 10-6-0 12-6-0 5-3-0 5-3-0 4x4 = Scale = 1:24.9 II b LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.03 9 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.05 9 n/r 120 BCLL 0.0 Rep Stress Incr YES WE 0.02 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-S Wind(LL) 0.01 9 n/r 120 Weight: 59 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 *Except* 1-15,9-16,17-18,19-20: 2x4 SP No.2 REACTIONS. All bearings 10-6-0. (lb) - Max Horz r2=156(LC 6) Max Uplift; All uplift 100 lb or less at joint(s) 14, 10 except 2=-256(LC 8), 8=-256(LC S), 13=101(LC 8), 11=-101(LC 8) Max Grav All reactions 250 lb or less at joint(s) 12, 13, 14, 11, 10 except 2=309(LC 1), 8=317(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; B=60ft; L=449ft; eave=2ft; 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 I 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 1-4-0 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 all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 14, 10 except (jt=lb) 2=256, 8=256, 13=101, 11=101. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MTWD connectors. This design is based only upon parameters shown, and �is for an Individual building component, not Bel a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841531 J35831 r k E01 MONOPITCH 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946- 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:42 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-eDOkKBNfdgF2DklyrT3J3JcLpInU1 PwAkEZ9KNzOpB? -2-0.0 7-10-12 14-3-0 16.0.0 2.0.0 ' 7-10-12 64-4 F., Scale = 1:46.0 3x4 ='^ 3x4 = - 2x4 11 7-10-12 14-3-0 15-3-0 7-10-12 6-4-4 1-0-0 -9-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) 0.09 12-18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.21 12-18 >908 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.55 Horz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 110 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: 5-10: 2x4 SP No.3 10-0-0 oc bracing: 8-10 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 8 OTHERS 2x4 SP No.2 *Except* 14-15: 2x4 SP No.3 REACTIONS. (lb/size) 7=725/Mechanical, 2=869/0-8-0 Max Horz 2=516(LC 5) Max Uplift 7=-249(LC 5), 2=-361(LC 9) Max Grav 7=831(LC 13), 2=904(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-1010/279, 4-5=-437/163, 5-6= 327/235, 6-7=-763/298 BOT CHORD 2-12=-298/938, 5-8=-324/168 WEBS 8-12=-308/951, 4-8=-695/309, 6-8=-364/900 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 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 withstanding 100 lb uplift at joint(s) except et=lb) 7=249,2=361. 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. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Quality Criteria, 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 glob r Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841532 J35831 r E02 MONOPITCH 2 1 Job Reference o tional ...... 0.4I V s reD 1Z 4UI15 MI I eK Inausines, Inc, t-n Apr ZU 13:3b:44 ZU1t3 Page 1 -2-0-0 - I D:ACzXF5ZNyEa_pN Q9dn kZfEyGO D2-ac8VtPv9 RVS 2vLzt5n8khd25Q N VI kTBY2GOGzOp7z 13 5-03160 5502-7 2 70 -9- Scale=1:49.7 8 6.00 12 2x4 II 3x4 7 3x8 i 5x8 M18SHS M 3x8 M18SHS 6 3x8 M18SHS ! 5 3x6 I I 1x4 II 3 4 11 10 1x4 II 4x8 3x4 II d 1x4 II 2 x6 — 15 0 10 2x4 II N o• 2x4 d 1 44 = 13 12 2x4 11 2x4 11 Aare urrseis (A,r)— LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 ll:u-Z-4,u-U-81 [Z:U-U-1Z,U-1-1Z [3:U-b-2 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 0-1-0j [5:0-0-0 0-1-121 CSI. TC 0.85 BC 0.74 WB 0.59 Matrix -AS r6.0-1-0 0-1-8j [11:0-2-12 0-2-01 DEFL. in (loc) Well Ud Vert(LL) 0.24 4-15 >798 240 Vert(CT) -0.38 4-15 >495 180 Horz(CT) 0.16 9 n/a n/a PLATES GRIP MT20 244/190 M18SHS 2441190 Weight: 123lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-13,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 18-19: 2x4 SP No.3 REACTIONS. (lb/size) 9=684/Mechanical, 2=880/0-8-0 Max Horz 2=516(LC 5) Max Uplift 9=255(LC 5). 2=-371(LC 9) Max Grav 9=789(LC 13), 2=916(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-520/95, 3-4=-517/109, 4-6=-1125/313, 6-7=-450/173, 7-8=-362/250, 8-9=-674/272 BOTCHORD 4-15=-387/1149, 7-11 =-302/152 WEBS 8-11=-342/804, 11-15=-324/955, 6-11=-899/358 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 exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=255, 2=371. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE NoA8182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not G..�aYCq a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jbb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841533 J35831 + ' E03 MONOPITCH 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:45 2018 Page 1 I D:ACzXF5ZNyEa_lNQgdnkZfEyGOD2-3oityDQXwidc4BUXXbcOhyEooVlkEk7dQCnpwizOp7y -2-0-0 2-7-0 8-0-0 13-5-0 153-0 6-0- 2-0-0 2-7-0 5-5-0 5-5-0 1-10-0 -9-0 2x4 I I 6.00 F12 6 4x4 i 3x4 II 2x4 II 2x4 II 3x4 = 2-7-0 8-0-0 13-5 -O 15 M 6-0 2-7-0 5-5-0 5-5-0 1-10-0 -9-0 Plate Offsets (X,Y)—[1:0-2-4,0-0-8),[2:0-0-4,0-2-8),[2:0-0-0,0-1-12),[5:0-1-0,0-1-8i,[11:0-5-8,0-2-41 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except` 3-16,7-13,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 18-19: 2x4 SP No.3 REACTIONS. (lb/size) 9=684/Mechanical, 2=880/0-8-0 Max Horz 2=516(LC 5) Max Uplift 9=-255(LC 5), 2=-371(LC 9) Max Grav 9=789(LC 13); 2=916(LC 13) Scale = 1:50.2 CSI. DEFL. in (loc) I/deft Ud _ PLATES GRIP TC 0.85 Vert(LL) 0.22 4-15 >870 240 MT20 244/190 BC 0.79 Vert(CT) -0.35 4-15 >541 180 M18SHS 244/190 WB 0.58 Horz(CT) 0.15 9 n/a n/a Matrix -AS Weight: 122 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=653/16, 3-4=517/109, 4-5=-1118/331, 5-7=-454/176 BOT CHORD 2-16=-159/344, 4-15=-388/1143, 7-11=1801468, 10-11=-154/261, 9-1 0=-1 69/307 WEBS 7-9=-710/302, 11-15=-335/981, 5-11=-884/353 NOTES - I) 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. 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) All plates are MT20 plates unless otherwise indicated. 3) This truss has been designed for a 10.0 psf bottom chord live I ad nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the ottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=255, 2=371. 7) This truss design requires that a minimum of 7/16" structural wq'od sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev, 1010312015 BEFORE USE. ■■■• Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicaty of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss eb and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible person injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss syst ms. see ANSUTPII 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 Jbb I Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841534 J35831 t ' E04G HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.21 D s Feb 12 2D18 MiTek Industries, Inc. Fri Apr 20 13:35:46 2018 Pagel I D:ACzXF5ZNyEa,pN Q9dnkZfEyGO D2-X-GFAZQAh21TiL3j4l7 FD9ny Wv6szBSmfsXNT8zOp7x 14-9-o 2 1 22-11 SSA 5-5-0 7- 0.9-0 1 1-3A 3x8 4 5x8 M18SHS 3x8 Ml8SHS i tx4 II 0 d 1 - 4x6 = 4x4 = 6.00 12 7 8 9 2x4 II /�� 11 2x4 11 15 13 12 2x4 111x4 11 cr a Scale = 1:47.0 16-0-0 2-7-0 SS-0 ! 5-5-0 1-0-0 0.9.0 Plate Offsets (X,Y)- [1:0-2-4,0-0-81,[2:0-0-12,0-1-121,[3:0-5-2,0-1-01,[5:0-0-0,0-1-121,[6:0-1-0,0-1-81,[14:0-2-12,0-2-01 LOADING (pail) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(LL) 0.24 4-17 >798 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.73 i Vert(CT) -0.38 4-17 >494 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 I Horz(CT) 0.16 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS i Weight: 121 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except I TOP CHORD Structural wood sheathing directly applied, except end verticals. 8-9: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP No.2 *Except 10-0-0 oc bracing: 10-11 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 20-21: 2x4 SP No.3 REACTIONS. (lb/size) 10=697/0-8-0, 2=881/0-8-0 Max Horz 2=448(LC 5) Max Uplift 10=244(LC 5). 2=-375(LC 9) Max Grav 10=763(LC 13), 2=923(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-449/74, 3-4=-445/87, 4-6=-1139/321, 6-7=-422/189, 7-8=-331/210, 8-9=-315/221, 9-10=-691/264 BOT CHORD 4-17=-383/1144 WEBS 14-17=356/1059, 6-14=-877/350, 9-14=-246/731 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; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 10=244,2=375. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2'i gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 A WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841535 J35831 i E05 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:48 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-TNOOaFSQDg?BxfD6CjAjl asl0jn5R9V36AOUX1 zOp7v -2-0.0 2-7-0 7-3-8 12-0-0 13-5.0 , 14.9-o , 16A-o 2-0.0 2-7-0 4-8.8 4-8.8 1-5-0 1-4-0 1-3.0 1x 61 d LOADING (PSI SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 "Except" 6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 7-14,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 "Except" 20-21: 2x4 SP No.3 REACTIONS. (lb/size) 9=69710-8-0, 2=881/0-8-0 Max Horz 2=379(LC 5) Max Uplift 9=-239(LC 5), 2=-379(LC 9) Max Grav 9=726(LC 13), 2=925(LC 13) 6x6 = 2x4 11 4x4 = Scale = 1:37.2 6 7 28 8 x4 11 16-0.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.85 Vert(L-) 0.21 4-16 >907 240 MT20 244/190 BC 0.75 Vert(CT) -0.33 4-16 >575 180 WB 0.35 Horz(CT) 0.15 9 n/a n/a Matrix -AS Weight: 123 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: 9-10 JOINTS 1 Brace at Jt(s): 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-393/53, 3-4=-392/66, 4-5=-1222/367, 5-6=-436/187, 6-7=-329/203, 7-8=-335/201, 8-9=-633/241 BOT CHORD 4-16=-40811219 WEBS 8-13=-230/644, 13-16=361/1053, 5-18=-918/346, 13-18=-938/355 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas,where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=239, 2=379. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not - q a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Fi building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 JCb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841536 J35831 E06 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20113:35:49 2018 Pagel I D:ACzXF5ZNyEa_pN Q9dnkZfEyGOD2-xZyOobT2_z72ZpnlmRhyroPTni67EAd2CLgll3TzOp7u -2-a0 2-7-0 7-0-0 1aa0 __ _, 13-5-0 14-9-0 16-ao 2-0� 0 r 2-7— 1 4-5.0 3.0.0 3-5-0 1-40 ' 1-3-0 Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 "Except" 7-14,10-12: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 "Except* 20-21: 2x4 SP No.3 REACTIONS. (lb/size) 9=697/0-8-0, 2=881/0-8-0 Max Horz 2=311(LC 5) Max Uplift 9=236(LC 5), 2=-383(LC 9) Max Grav 9=697(LC 1), 2=920(LC 13) 5x8 = 2x4 11 4x4 = Scale = 1:34.6 28 c4 11 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TC 0.85 Vert(LL) 0.20 4-17 >963 240 MT20 244/190 BC 0.75 Vert(CT) -0.32 4-17 >603 180 WB 0.27 Horz(CT) 0.14 9 n/a n/a Matrix -AS Weight: 119 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 9-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-344/33, 3-4=-342/45, 4-5=-1228/381, 5-6=-776/308, 6-7=-455/223, 7-8=-451/218, 8-9=630/237 BOT CHORD 4-17=-411/1209, 16-17=-411/1210 WEBS 6-16=-99/338,13-16=-216/582,6-13=-258/95,8-13=-245/713, 5-16=-736/266 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. 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=236, 2=383. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied'directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall W building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841537 J35831 E07 HALF HIP 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:51 2018 Page 1 I D:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-ty38DGUl WbNmo6xhtsjQwDUpGwgeeWYvo8E88MzOp7s -2-0.0 2-7-0 + 6-0-0 8-0.0 13-5-0 , ta-9-o , 1s-a-o , 2-0.0 2-7-0 3-5.0 2-0-0 5-5.0 1-4-0 1-3.0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 5-7: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 2-16: 2x4 SP 285OF 1.8E, 6-13,9-11: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 18-19: 2x4 SP No.3 REACTIONS. (lb/size) 8=697/0-8-0, 2=881/0-8-0 Max Horz 2=243(LC 5) Max Uplift 8=-232(LC 5), 2=-386(LC 9) Max Grav 8=697(LC 1). 2=910(LC 13) 6x8 M18SHS = 2x4 II 4x4 = 6 26 7 16-0-0 c4 11 Scale = 1:35.9 CSI. DEFL. in (loc) Well L/d PLATES GRIP TC 0.85 Vert(LL) 0.22 4-15 >851 240 MT20 244/190 BC 0.69 Vert(CT) -0.37 4-15 >520 180 M18SHS 244/190 WB 0.33 Horz(CT) 0.16 8 n/a n/a Matrix -AS Weight: 112 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: 8-9 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-300/12, 34=-295/25, 4-5=-1107/358, 5-6=-648/268, 6-7=-651/264, 7-8=-602/215 BOT CHORD 4-15=-373/1046 WEBS 7-12=-285/816, 12-15=-325/909, 5-12=-455/143 NOTES- 1) 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. 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) 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 8=232, 2=386. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 11,1II-7479 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mn ek® connectors. This design is based only upon parameters shown, 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 Mal 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 Mi Tek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841538 J35831 ' E08G HALF HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:52 2018 Page 1 ID:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-L8dWQcVwHuVdQGMRZEfTQ13yKAoNxpel n_hgozOp7r 2-0-0 3-3-4 6-0-0 9-5-3 10-7-8 125-13 14-3-0 16-0-0 2-0-0 3-3-4 2-8-12 3-5-3 1-25 1-115 1-8-3 1-9-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2O14 LUMBER - TOP CHORD 2x4 SP No.2 `Except' 3-6: 2x6 SP No.2 BOT CHORD 2x4 SP No.2 `Except' 8-10: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 17-18: 2x4 SP No.3 , REACTIONS. (lb/size) 7=742/0-8-0, 2=869/0-8-0 Max Horz 2=202(LC 9) Max Uplift 7=-241(LC 9), 2=-378(LC 9) Max Grav 7=784(LC 29), 2=921(LC 29) 6x8 = 4x4 = 2x4 II 4x4 = 3 22 4 23 24 ° 25 ° c4 = Scale = 1:33.0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.54 Vert(LL) -0.10 10-14 >999 240 MT20 244/190 BC 0.70 Vert(CT) -0.21 10-14 >888 180 WB 0.46 Horz(CT) 0.02 7 n/a n/a Matrix -MS Weight: 112 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except: 1 Row at midpt 8-15 10-0-0 oc bracing: 7-8 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1158/320, 3-4=-1564/589, 4-5=-1459/519, 5-6=-1459/519, 6-7=-548/212 BOT CHORD 2-14=-297/995, 11-13=319/636, 8-11=-758/253 WEBS 6-11=-460/1280, 8-14=-301/926, 3-13=-356/658 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=16fl; 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 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 7=241,2=378. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 lb down and 71 lb up at 6-0-0, 145 lb down and 54 lb up at 8-0-12, 145 lb down and 54 lb up at 10-0-12, 145 lb down and 54 lb up at 12-0-12, and 145 lb down and 54 lb up at 14-0-12, and 62 lb down and 40 lb up at 15-10-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): r Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-3=-70, 3-6=-70, 10-19=-20, 9-10=-20, 7-8=-20 Continued on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. �' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jdb Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841538 J35831 + E08G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 o.nu s reo iz zuIa wn i arc muusuieb, uw. rri mpr cv i�.oa co io rayu c ID:ACzXF5ZNyEa_1N Q9dnkZfEyGOD2-L8dWQcVWHuVdQGNRZEfrQ 13yKAoNxpe 1 n_hgozOp7r LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=-16(F) 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 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 ANSI1TP11 Quality 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 J35831 GHO Lot 98 Murray Residence T13841539 J35831 , r FG04 ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:53 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-gLBueyWZ2CdU2Q53?Glu?eZJWkVD6JwoGRjECEzOp7q 3-9-11 7-3-14 8-0 8 3-9-11 3.6-3 0-8-10 3x8 = 1 g4x6 II 4x4 = 2 Scale = 1:15.6 4x4 = 2x4 II 3 4 10 11 12 13 8 7x8 = 7 HUS26 HUS26 LOADING (pst) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20171TP12014 CSI. TC 0.23 BC 0.75 WE 0.79 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 `Except* 3-7: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 1-9: 2x6 SP No.2 REACTIONS. (lb/size) 9=1862/Mechanical, 5=1532/0-8-0 Max Horz 9=-80(LC 6) Max Uplift 9=696(LC 4), 5=-589(LC 5) Max Grav 9=1940(LC 26), 5=1590(LC 25) HUS26 HUS26 3x10 M18SHS 11 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.04 7-8 >999 240 MT20 244/190 Vert(CT) -0.06 7-8 >999 180 M18SHS 244/190 Horz(CT) 0.00 5 n/a n/a Weight: 54 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=1063/414, 1-2=2139/805, 2-3=-1014/398 BOT CHORD 7-8=-265/721, 6-7=-285/828, 3-6=-323/951, 5-6=-337/864 WEBS 1-8=-797/2158, 2-8=-246/383, 6-8=-547/1429, 2-6=-1160/423, 3-5=-1320/497 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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;'end vertical left and right exposed; Lumber. DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) 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) 9=696, 5=589. 8) Use Simpson Strong -Tie HUS26 (14-1 Od Girder, 4-1 Od Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 0-7-12 from the left end to 6-7-12 to connect truss(es) to front face of bottom chord. 9) Fill all nail holes where hanger is in contact with lumber. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 14=70, 7-9=-20, 5-6=-20 Concentrated Loads (lb) Vert: 10=-711(F) 11=664(17) 12=664(F) 13=664(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841540 J35831 , r G01 G MONOPITCH GIRDER 1 �f 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:55 2018 Pagel I D:ACzXF5ZNyEa_pNQgdnkZfEyGOD2-mjJf2eXpZpuCHkFS6hoN53feJXAJaFH5jlCLH7zOp7o i -2-0-0 5.6.0 10-5.8 , 15-5-0 16.8.0 r 2.0.0 5-6-0 4-11-8 4-11-8 1-3-0 3x4 II oxv - 3x8 II ..____ /xd _ ..____ - - HUS26 HUS26 HUS26 HUS26 1641-0 I 5-6-0 '411-8 4-10.8 0. -0 LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 15.0 Lumber DOL 1.25 BC 0.71 BCLL 0.0 Rep Stress Incr NO WE 0.67 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 *Except* 2-11: 2x6 SP SS, 6-10: 2x8 SP No.2, 10-11: 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 7-8,9-10: 2x6 SP No.2 OTHERS 2x4 SP No.2 "Except* 14-15: 2x4 SP No.3 REACTIONS. (lb/size) 2=2643/0-8-0, 10=7024/0-4-0 Max Horz 2=534(LC 5) Max Uplift 2=1112(LC 9), 10=-2752(LC 9) Scale = 1:53.2 DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.1211-12 >999 240 MT20 2441190 Vert(CT) -0.17 11-12 >999 180 Horz(CT) 0.02 10 n/a n/a Weight: 312 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5460/2134, 3-5=-3275/1314, 5-6=-398/465, 6-7=290/395, 7-8=-463/1071 BOT CHORD 2-12=-1978/4813, 11-12=-1978/4813, 10-11=-204/518, 9-10=5646/2272, 6-9=-366/178 WEBS 3-12=-696/1730, 3-11=2247/979, 5-11=1386/3510, 9-11=-1070/2576, 5-9=-3901/1653, 7-9=-1190/526 NOTES- 1) 2-ply truss to be connected together with 1 Old (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9=O oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. ' 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=16ft; 8=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 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1112, 10=2752. 7) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss) or equivalent at 16-0-12 from the left end to connect truss(es) to front face of bottom chord. 8) Use Simpson Strong -Tie HUS26 (14-10d Girder, 6-10d Truss, Single Ply Girder) or equivalent at 74-12 from the left end to connect truss(es)to back face of bottom chord. 9) Use Simpson Strong -Tie HUS26 (14-10d Girder, 4-10d Truss, Single Ply Girder) or equivalent spaced at 2-0-0 oc max. starting at 9-7-4 from the left end to 14-10-10 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. onunuec on page 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ADril 20.2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE.\ Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not SHE 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 ANSIRPII Quality 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 J35831 GHO Lot 98 Murray Residence T73841540 J35831 P I G01G MONOPITCH GIRDER 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:55 2018 Page 2 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-mjJf2eXpZpuCHkFS6hoN53feJXAJaFH5jlCLH7zOp7o LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-7=-70, 2-10=-20,8-9=-20 Concentrated Loads (lb) Vert: 10=-963(B) 18=-2317(B) 19=974(B) 20=-974(8) 21=-963(B) 22=1849(F) WARNING -Verify dpslgn 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 vedfy the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSLITP11 Quality 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 J35831 GHO Lot 98 Murray Residence T13841541 J35831 I H01GE GABLE 1 1 Job Reference o lional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:35:56 2018 Page 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-Evt1G YRK702vugegPJcdGBnNxeNJs3EyPyvpzzOp7n -2-0-0 4-6-0 9-0-0 11-0-0 2-0-0 4-6-0 4-6-0 2-0-0 4x4 = dr 0 Scale = 1:24.4 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 0.44 1 Vert(LL) -0.01 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.01 13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FBC20171rP12014 Matrix-S 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. OTHERS 2x4 SP No.3 *Except* 1-15,9-16,17-18,19-20: 2x4 SP No.2 REACTIONS. (lb/size) 2=543/0-8-0, 8=543/0-8-0 Max Horz 2=-144(LC 6) Max Uplift 2=-283(LC 8), 8=-283(LC 8) Max Grav 2=550(LC 13), 8=550(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. ' TOP CHORD 2-3=-402/18, 3-4=-340/30, 4-5=-317/62, 5-6=-316/62, 6-7=339/30, 7-8=402/18 BOT CHORD 2-14=0/328, 13-14=0/328, 12-13=0/328, 11-12=0/328, 10-11=0/328, 8-10=01328 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=2ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ;lend vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 1 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=283, 8=283. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M1I.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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jbb Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence FHO2 T13641542 J35831 r COMMON 1 1 Job Reference (optional) Lam waSL I lu rl. rlerCe, rL J9D90 8.nu 9 I-eD 12 2U18 MI I ek industries, inc. rn Apr 20 13:35:58 2018 Page 1 ID:FOzOEfHn MVNaUwbMujnLBOyhM15-AI_nhfahskGm8Bz1 ngL4ihH891Llnl5XPjR7uSzOp71 -2-0-0 4-6-0 9-0-0 11-0-0 2-0-0 4-6-0 4-0-0 2-D-0 Scale = 1:26.5 4x4 = 3 7 6 8 3x8 = 2x4 I 2x4 11 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) -0.01 7-8 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 7-8 >999 180 BCLL 0.0 Rep Stress ]nor YES WB 0,09 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 'Except* 11-12,13-14: 2x4 SP No.3 REACTIONS. (lb/size) 8=547/Mechanical, 6=547/Mechanical Max Horz 8=215(LC 7) Max Uplift 8=-276(LC 9), 6=-276(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-318/143, 3-4=-318/143, 2-8=-507/291, 4-6=507/291 WEBS 2-7=34/266, 4-7=-36/270 PLATES GRIP MT20 244/190 Weight: 64 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 8=276, 6=276. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSS-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841543 J35831, t H03 COMMON 1 1 Job Reference (opt! M o.zlu s reD -Iz zu ld MI I eK industries, Inc. rn Apr zU 13:35:b8 zU16 rage 1 ID:FOzOEfHnMVNaUwbMujnL80yhM15-eUYAu?bJd2OdmLYDLXsJFvpKP8hzWCQgeNAZQuzOp7k 4.6-0 9-M 4-6-0 4-6-0 t - Scale=1:25.6 4x4 = 2 3x6 5 6 3x8 = 2x4 11 4 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.02 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 50 Ib FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=392/Mechanical, 4=392/Mechanical Max Horz 6=166(LC 7) Max Uplift 6=-132(LC 9), 4=-132(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=367/162, 2-3=367/162, 1-6=-349/142, 3-4=349/142 WEBS 1-5=-43/257, 3-5=45/259 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=132,4=132. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No,68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to preventbuckling of Individual buss web and/or chord members only. Additional temporary and permanent bracing Mire k• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH Quality 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 J35831 GHO Lot 98 Murray Residence T13841544 J35831 T t H04 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:36:00 2018 Page 1 I D:FOzOEfHnMVNaUwbMujnL80yhM15-6h6Y6LbyOMWUNV7PvENYo6MYgYOdFeggtl w6yKzOp7j 2-0-0 4-6-0 7-0-0 2-0-0 2-M 2-6-0 4x4 = 6.00 12 Scale=1:25.9 a 3x8 = I 3x8 = 2x4 II 2x4 II i 2-0-0 7-0-0 9-0-0 2-0-0 5-0-0 2-0-0 Plate Offsets (X,Y)-- [2:0-3-0,Edge], [4:0-3-0,Edge] LOADING (psf) SPACING- 1-11-4 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.19 Vert(CT) -0.04 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 62 lb FT = O% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 2-3,3-4: 2x4 SP No.2 I BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 i REACTIONS. (lb/size) 9=380/Mechanical, 6=380/Mechanical Max Horz 9=162(LC 6) Max Uplift 9=128(1_C 9), 6=-128(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-380/128, 1-2=252/123, 2-3=-341/192, 3-4=341/192, 4-5=-252/123, 5-6=-380/128 WEBS 1-8=1 07/385,2-8=273/143, 4-7=-272/143, 5-7=107/385 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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=128,6=128. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc: FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 AWARNING - Verfly 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 y�• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall r�A�r� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVliTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality, Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841545 J35831 r r H05 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:36:01 2018 Page 1 ID:FOzOEfHn MVNaUwbMujnL80yhM15-btgwJhca9feL?ficTyunKKvj7yNQ_5Bz5hfgUmzOp7i r 3-0-0 4-6-0 6-040 9-0-0 3-M 1-6-0 1-6-0 3-0-0 9 2x4 11 Plate LOADING (psf) SPACING- 1-11-4 TCLL 20.0 Plate Grip DOL 1.25 TCDL 15.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 6.00 12 4x4 = 3x8 = 3x8 = 2x4 II CSI. DEFL. in (loc) I/deft L/d TC 0.12 Vert(LL) 0.01 8 >999 240 BC 0.09 Vert(CT) -0.01 7-8 >999 180 WB 0.13 Horz(CT) -0.00 6 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x6 SP No.2 *Except* TOP CHORD 2-3,3-4: 2x4 SP No.2 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 9=380/Mechanical, 6=380/Mechanical Max Horz 9=-165(LC 6) Max Uplift 9=-128(LC 9), 6=-128(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-9=-353/138, 1-2=-257/141, 2-3=-316/190, 3-4=-316/190, 4-5=-257/141, 5-6=-353/138 WEBS 1-8=-103/341, 2-8=-253/136, 4-7=-253/136, 5-7=103/341 Scale = 1:25.6 PLATES GRIP MT20 244/190 Weight: 68 lb FT = O% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=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 for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 9=128,6=128. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is for MiTek always required stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841546 J35831 t I MV2 VALLEY 1 1 Job Reference (optional) Last GOast I Russ, m. Pierce, r•L J4V40 2x4 i t5.21U s i-et) 12 Zulu MI I eK inaustneS, Inc. rn Apr Zu 13:36:U2 Zulu Page 1 I D:ACZXF5ZNyEa_rNQ9dnkZfEyGOD2-33EI W1 dCwzmCdpHoOfQOtXRuwMkZjaS7KLPD1 DzOp7h 2-0-0 2-0-0 Scale =1:7.8 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell 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(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 5 Ito FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=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 shown. NOTES- i 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) 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) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ■■■ • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall � A building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary, and permanent bracing 1 V I iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T13841547 J35831 MV2A VALLEY 1 1 � Job Reference o tional Cast L:Oasi i russ, m. merce, FL 3494b 1 2-0-0 U.21U s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:36:02 2018 Page 1 I D:ACzXF5ZNyEa_pNQ9dnkZfEyGOD2-33EI W1 dCwzmCdpHoOfQOtXRIgMjUjaS7KLPD 1 DzOp7h 3 5 4 2x4 II 2x4 II LOADING (ps, SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.01 1 n/r 120 TCDL 15.0 N. Lumber DOL 1.25 8C 0.10 Vert(CT) -0.03 1 n/r 120 BCLL Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.2 *Except* 3-4: 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=33212-0-0, 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 shown. TOP CHORD 2-5=295/251 Scale = 1:13.0 PLATES GRIP MT20 244/190 Weight: 16 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.6psf; h=16ft; B=60ft; L=449ft; eave=46ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; and 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 100 lb uplift at joints) 4 except (jt=lb) 5=261. Joaquin Velez PE No,68162 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Qty Ply GHO Lot 98 Murray Residence �J35831 T13841548 J35831 , . MV213 VALLEY 1 1 1 D tast coast 1 russ, Ft. Pierce, FL 34946 8.200 s Nov 30 2017 MTek Industries, Inc. Fri Apr 20 15:52:30 2018 Page 1 ID:ACzXF5ZNyEa,pNQ9dnkZfEyGOD2-IHr3ww3wT90ISfEKPBjuM2ToYpZ1 iaFRL8o?3HzOoO? -2-0-0 2-0-0 2-0-0 2-0-0 Scale = 1:16.5 5 4 2x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.22 Vert(CT) -0.02 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Sheathed or 2-0-0 oc purlins, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=41/2-0-0, 4=-23/2-0-0, 6=291/2-0-0 Max Harz 5=222(LC 7) Max Uplift 5=-25(LC 8). 4=-113(LC 7), 6=-250(LC 9) Max Grav 5=98(LC 7), 4=89(LC 8), 6=292(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-292/250 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 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 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5 except (Jt=lb) 4=113, 6=250. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: April 20,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job , Truss Truss Type Qty Ply J35831 GHO Lot 98 Murray Residence T73641549 J35831 , MV2D VALLEY TRUSS 2 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s Feb 12 2018 MiTek Industries, Inc. Fri Apr 20 13:36:04 2018 Page 1 ID:ACzXF5ZNyEa_rNQ9dnkZfEyGOD2-?SM3xjeSSaOws6RB84SUyyWEQ9Q1 BTxQofuK55zOp7f 1-6-0 1-6-0 Scale = 1:7.8 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 FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=62/1-6-0, 2=4811-6-0. 3=1411-6-0 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. DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 244/190 Vert(CT) n/a ' n/a 999 Horz(CT) -0.00 2 n/a n/a Weight: 5 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-6-0 oc purlins. BOT CHORD , Rigid ceiling directly applied or 10-0-0 oc bracing. 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 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 areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 Dat9: April 20,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall R�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-T1s' I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4- — — width measured perpendicular_ — — — to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/fP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 i TOP CHORDS cl-2 C2-3 p WEBS c3v 4 O 0- O a C7-8 C6-7 CSb O � BOTTOM CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS [CC -ES Reports: ESR=1311;-ESRz1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A 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 ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10.- Camber is a non=structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after 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.