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HomeMy WebLinkAboutTRUSSS ^k" S Lumber design values are in accordance with ANSI/TPI 1 section 6.3 nn These truss designs rely on lumber values established by others. L MiTeke OCANNED RE: J34754 - J34754 GHO Lot 50 Spec. Residence Site Information: 6904 Parke East Blvd. T a, FL 33610-4115 Customer Info: GHO Homes Project Name: Spec Residence Model: Grenadine-��'�sslc Lot/Block: 50 Subdivision: Meadowood Address: Lot 50 Meadowood City: Ft. Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Desigri Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All Heigh][I Wind Speed: 160 mph Roof Load: 45.0 psf Floor Load: N/A psf This -package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G1 5-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# ITrussNamelDate No. I Seal# I Truss Name I Date 1 1 T12946523 1 -CJ1 1/12/18 118 1 T12946540 1 -HJ7 1/12/18 12 1 T12946524 I -CJ1 A 11/12/18 119 1 T12946541 1 -HJ7A 11/12/18 1 13 1 T129465251-CJ3 11/12/18 '-120 1 T129465421-HJ24 11/12/18 1 14 1 T12946526 1 -CJ3A 11/12/18 121 1 T12946543 1 A01 11/12/18 1 15 I T12946527 1-CJ3S 11/12/18 122, I T12946544 1 A02 11/12/18 1 6 T12946528 -CJ5 1/12/18 123 1 T12946545 1 A03 1/12/18 7 T12946529 1-CJ56 1/12/18 124 1 T12946546 1 A04 11/12/18 1 18 I T12946530 1-CJ5S 11/12/18 125 1 T1 2946547 1 A05 11/12/18 19 - _- 1 _ A2946531 I -EJ3A 11/12/18 126 1 T1 2946548 1 A06 11/12/18 1 110 1 T1 2946532 1 - EJ3G 11/12/18 127 1 T1 2946549 1 A07 11/12/18 Ill I T12946533 1-EJ4 11/12/18 128 1 T12946550 1 A08G 11/12/18 1 112 I T12946534 1 -EJ7 11/12/18 129 1 T12946551 1 A09 11/12/18 113 I T12946535 1 -EJ7A 11/12/18 130 1 T12946552 1 Al 11/12/18 114 I T12946536 1-EJ7B 11/12/18 131 I T12946553 J Ai 1 11/12/18 15 T12946537 -EJ24 1/12/18 132 IT12946554IA12 1/12/18 16 I T12946538 I -HJ3A 1/12/18 133 1 T12946555 1 Ala 11/12/18 117 1 T12946539 1-HJ4 11/12/18 134 1 T1 2946556 1 All 11/12/18 1 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdictions) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIlrPI 1, Chapter 2. r ♦♦%%�PEL S. ♦♦♦ �G• • C+ E N S • �''i�'�i No 53681 :'P STATE OF UJ ���`•••. 0R1• O N A� E, .�`♦♦ Michael S. Magid PE No.53681 MITek USA, Inc. FL Cert 6634 69114 Parke East Blvd. Tampa FL 33610 Date: January 12,2019 Magid, Michael 1 of 2 RE: J34754 - J34754 GHO Lot 50 Spec. Residence Site Information: Customer Info: GHO Homes Project Name: Spec Residence Model: Grenadine -Classic Lot/Block: 50 Subdivision: Meadowood Address: Lot 50 Meadowood City: Ft. Pierce State: FL No. I Seal# I Truss Name I Date 135 1 T12946557 1 A15G 11/12/18 136 1 T12946558 1 Al 1 1/12/18 137 J T12946559 1 Al 1 1/12/18 138 1 T12946560 1 Al 1 1/12/18 139 I T12946561 I A19 1 1/12/18 140 I T12946562 I A20 1 1 /12/18 141 1 T12946563 1 A21 1 1 /12/18 142 I T12946564 I A22 1 1/12/18 143 1 T12946565 1 A23G 1 1/12/18 144 1 T12946566 1 B01 1 1/12/18 145 1 T12946567 1 B02 1 1/12/18 146 1 T12946568 1 B03 1 1/12/18 147 1T12946569 1 B04GE 1 1/12/18 148 1 T12946570 1 CO G 1 1/12/18 149 1 T12946571 1 CO2 1 1 /12/18 150 1 T12946572 1 CO3 1 1/12/18 151 1 T12946573 1 MV2 1 1/12/18 152 1 T12946574 1 MV4 1 1/12/18 153 1 T12946575 1 MV6 1 1/12/18 154 1 T12946576 1 MV24 1 1/12/18 2of2 Job Truss Truss Type City Ply J34754 GHO Lot 50 Spec. Residence T12946523 J34754 -CJ1 JACK -OPEN 11 1 n Job Reference (optional) . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:19 2018 Page 1 I D:?Hkp 10zgiOewXZ_89ySR3pywr3A-lw5VKWONe6gFu777CsWUx9nR9m?zNYGrhIY?epzw7mA -2-0-0 1-0-0 2-0-0 1-0-0 1-D-0 1-0-0 Plate Offsets (X.Y)— 11:0-2-4.0-0-81,12:0-1-4.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 15.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017rrP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=354/0-8-0, 3=-44/Mechanical, 6=-80/Mechanical Max Horz 2=111(LC 8) Max Uplift 2=-339(LC 8), 3=44(LC 1), 6=-80(LC 1) Max Grav 2=355(LC 13), 3=65(LC 8), 6=113(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:9.5 DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) 0.00 10 >999 240 MT20 244/190 Vert(CT) 0.00 10 >999 180 Horz(CT) 0.00 6 n/a n/a Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 6 except (jt=lb) 2=339. ®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 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 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 WOW 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 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 T— Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946524 J34754 -CJ1A JACK -OPEN TRUSS 1 1 Job Reference (optional) . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:20 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-V6ftXsP?PQo6VHiJmZ1jUMKcvAIS6?W wyHZBFzw7m9 -2-0-0 0-114 1 0 0 2-0-0 0-114 _6!H 2 Scale = 1:9.5 V� N 1 6 d 1x4 II PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 0-11-10 1-PrO 0-11-10 0- -6 Plate Offsets (X,Y)- 11:0-2-4.0-0-81,12:0-1-8.0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) 0.00 6 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 FBC20171TPI2014 Matrix -MP Weight: 11 Ito 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 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=230/Mechanical, 6=0/0-3-4 Max Horz 3=-654(LC 8), 6=765(LC 8) Max Uplift 3=-193(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-675/683 BOT CHORD 2-6=-652/765 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=193. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 6. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use any 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 q�' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing fy f iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job T Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence , T12946525 J34754 —CJ3 JACK -OPEN 6 1 Job Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:20 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-V6ftXSP?PQo6VHiJmZ1jUMKcvAK06?W wyHZBFzw7m9 -2-0-0 i 3-0-0 2-M 3-0-0 Scale = 1:14.6 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.01 6-12 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.00 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a file BCDL 10.0 Code FBC2017rTP12014 Matrix -MP Weight: 17 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=326/0-8-0, 3=65/Mechanical, 6=19/Mechanical Max Harz 2=164(LC 8) Max Uplift 2=270(LC 8), 3=-41(LC 8), 6=-40(LC 5) Max Grav 2=326(LC 1), 3=72(LC 13), 6=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 6 except Qt=lb) 2=270. WARNING • Varify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. k® Design valid for use -only with MiTeconnectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Y Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946526 J34754 —CJ3A JACK -OPEN 1 1 Job Reference o tional - East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:21 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-zJDFICPdAjwz7QH WKHYyOasnfag2rSm79c16jizw7m8 -2-0-0 3-0-0 2-M 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.01 4-10 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.12 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 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=64/Mechanical, 2=328/0-8-0, 4=17/Mechanical Max Horz 2=163(LC 8) Max Uplift 3=29(LC 5), 2=215(LC 8) Max Grav 3=76(LC 13), 2=330(LC 13), 4=45(LC 3) FORCES. • (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:14.6 1� PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss conriections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=215. WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall�- building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 ss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence P,13S T12946527 J34754 JACK -OPEN TRUSS 1 1 Job Reference o tional - East Coast Truss, Ft. Pierce, FL 34946 2-3-0 2-3-0 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:22 2018 Page 1 I D:?Hkp 1 Oz9iOewXZ_89ySR3pywr3A-RVmeyYQFxl2glarit_3BZnP3P_OzavOHNGmfF8zw7m7 Scale = 1:12.2 6 4 3xs II 2-3-0 2-3-0 Plate Offsets (X.Y)— r6:0-3-12.0-1-81 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 0.10 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 5-6 >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 -MR Weight: 8 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-3-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=89/0-7-0, 2=68/Mechanical, 5=27/Mechanical Max Horz 6=77(LC 8) Max Uplift 2=-56(LC 8), 5=-7(LC 8) Max Grav 6=89(LC'1), 2=82(LC 13). 5=44(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 5. ®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 buildingcomponent, not • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job I Truss Truss Type City Ply J34754 GHO Lot 50 Spec. Residence T12946528 J34754 -CJ5 JACK -OPEN TRUSS 4 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 M d 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:22 2018 Page 1 I D:?H kp 10z9i OewXZ_89yS R3pywr3A-RV meyYOFx 12gladt_3BZn Pyk_l BavO H N GmfF8zw7 m7 2-0-0 5-0-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.06 6-12 >930 240 TCDL 15.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.05 6-12 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=394/0-8-0, 3=140/Mechanical, 6=55/Mechanical Max Horz 2=218(LC 8) Max Uplift 2=-300(LC 8), 3=100(LC 8), 6=-74(LC 5) Max Grav 2=394(LC 1), 3=152(LC 13). 6=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All.forces 250 (lb) or less except when shown. Scale = 1:19.5 PLATES GRIP MT20 244/190 Weight: 23 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except (jt=lb) 2=300, 3=100. 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. 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 City Ply J34754 GHO Lot 50 Spec. Residence T12946529 J34754 —CJ5B JACK -OPEN 1 1 Job Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:23 2018 Page 1 I D:?Hkp 1 Oz9iOewXZ_89ySR3pywr3A-vhK09uRtiLBhMkQuRiaQ6?y7UGHDJMGQcwWDoazw7m6 2-0-0 5-0-0 Scale = 1:19.5 1x4 II 5-0-0 5-0-0 Plate Offsets (X.Y)— 11:0-2-4.0-0-81 12:0-1-12 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 0.53 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 WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 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=138/Mechanical, 2=397/0-8-0, 4=54/Mechanical Max Horz 2=217(LC 8) Max Uplift 3=-82(LC 8), 2=-207(LC 8) Max Grav 3=161(LC 13), 2=401(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for .110.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=207. 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. A WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 iVli YT ek• 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 J34754 GHO Lot 50 Spec. Residence T12946530 J34754 —CJ5S JACK -OPEN TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 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 FBC20171TP12014 LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:23 2018 Page 1 I D:?Hkp 1 Oz9iOewXZ_89ySR3pywr3A-vhK09uRliLBhMkOuRiaQ6?y99OJhJMGQcwWDoazw7m6 4-3-0 4-3-0 Scale = 1:17.1 3x6 I I 430 CS]. DEFL. in (loc) I/defl Ud TC 0.42 Vert(LL) 0.02 5-6 >999 240 BC 0.30 Vert(CT) -0.03 5-6 >999 180 WB 0.00 Horz(CT) -0.02 2 n/a n/a Matrix -AS REACTIONS. (lb/size) 6=179/0-7-0, 2=133/Mechanical, 5=52/Mechanical Max Horz 6=131(LC 8) Max Uplift 6=16(LC 8), 2=98(LC 8), 5=-6(LC 8) Max Grav 6=179(LC 1), 2=156(LC 13), 5=82(L6 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight: 14 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2, S. 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. AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing' ivi iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jobs Truss Truss Type Oty Ply J34754 GHO Lot 50 Spec. Residence T12946531 J34754 —EJ3A JACK -OPEN TRUSS 1 1 Job Reference (optional) . East Coast Truss, Ft. Pierce, FL 34946 2x3 = 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:24 2018 Page 1 I D '?Hkp 1 Oz9iOewXZ_89ySR3pywr3A-OuUONESVTeJY_u?5?P5feCUOhnh_2pWaraFmKOzw7m5 2-10-8 2-10-8 Scale = 1:11.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.01 3-6 >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/TP12014 Matrix -MP Weight: 9 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=127/0-3-0, 2=84/Mechanical, 3=43/Mechanical Max Horz 1=75(LC 8) Max Uplift 1=-22(LC 8), 2=-54(LC 8), 3=-8(LC 8) Max Grav 1=130(LC 13), 2=96(LC 13), 3=55(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. ® 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 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 ANStfTPl1 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 J34754 GHO Lot 50 Spec. Residence T12946532 J34754 —EJ3G MONOPITCH TRUSS 1 1 Job Reference o tional • East Coast Truss, Ft. Pierce, FL 34946 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:25 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-s4SmaaT8EyRPc2aHZ6duBQlVoBssnGIj3E?KsTzw7m4 2-10-8 2-10-8 Scale = 1:11.8 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/TPI2014 2x4 II 2-10-8 CSI. DEFL. in floc) I/deft Ud TC 0.41 Vert(LL) 0.02 3-5 >999 240 BC 0.83 Vert(CT) -0.03 3-5 >999 180 WB 0.00 Horz(CT) 0.00 3 n/a n/a Matrix -MP PLATES GRIP MT20 244/190 Weight: 13 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-10-8 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-9-0 oc bracing. REACTIONS. (lb/size) 1=1213/0-3-0, 3=637/Mechanical Max Horz 1=91(LC 5) Max Uplift 1=-393(LC 8), 3=-212(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=393, 3=212. 7) Use Simpson Strong -Tie HUS26 (14-1Od Girder, 4-1Od Truss, Single Ply Girder) or equivalent at 0-11-4 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). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-70, 1-3=-20 Concentrated Loads (lb) Vert: 5=-1604(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not q�• a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall 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 J34754 GHO Lot 50 Spec. Residence T12946533 J34754 —EJ4 JACK -OPEN 7 1 Job Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:25 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-s4SmaaT8EyRPc2aHZ6duBQ1TzB?OnGlj3E?KsTzw7m4 -2-0-0 4.6-8 2-0-0 4-6-8 1x4 II 4-6-8 Scale = 1:18.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.04 4-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.31 Vert(CT) -0.04 4-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 22 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 3=122/Mechanical, 2=379/0-8-0, 4=46/Mechanical Max Horz 2=205(LC 8) Max Uplift 3=85(LC 8), 2=-293(LC 8), 4=-68(LC 5) Max Grav 3=131(LC 13), 2=379(LC 1), 4=78(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=293. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev, 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Rat 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 N Jobs Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946534 J34754 —EJ7 JACK -OPEN TRUSS 8 1 Job Reference o tional -East Coast Truss; Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:26 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-KG08owTm?GZGDC9T6g87jdaclbCi Wj?tluktOvzw7m3 -2-0-0 7-0-0 2-0-0 7-0-0 Scale: 1/2"=l' 1x4 II 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.27 4-10 >314 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.23 4-10 >363 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 29 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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. (Ib/size) 3=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-153(LC 8), 2=-347(LC 8), 4=-106(LC 5) Max Grav 3=226(LC 13), 2=478(LC 1). 4=125(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=15ft; B=74ft;•L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=153, 2=347, 4=106. 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. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mi rek® 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 pp��• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing liy� 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 ANSITfP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 b Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. ResidenceT12946535 FJ3 4754 —EJ7A JACK -OPEN 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:27 2018 Page 1 OzgiOewXZ_89yS R3pywr3A-oTaX? FU OIZh7 rLkfgXfM Gr6nV?XxFAFOXYU QxLzw7m2 2-0-0 7-0-0 7-0-0 Scale: 1/2"=l' LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 4-10 >886 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.23 4-10 >363 180 BCLL 0.0 Rep Stress Incr YES W8 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -AS Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-130(LC 8), 2=-213(LC 8) Max Grav 3=243(LC 13), 2=485(LC 13), 4=125(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=15ft; 13=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=130, 2=213. 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. A 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 verity the applicability of design parameters and property 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• 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 J34754 GHO Lot 50 Spec. Residence T12946536 J34754 —EJ7B JACK -OPEN 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:27 2018 Page 1 I D:? Hkp 10z9i OewXZ_89yS R3pywr3A-oTaX? F U OIZh7 rLkfgXfM Gr6nV?XxFAFOXYUQxLzw7 m2 -2-0-0 7-0-0 r 2-0-0 7-M Scale: 1/2"=1' 7-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.09 4-10 >886 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.23 4-10 >363 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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=210/Mechanical, 2=478/0-8-0, 4=80/Mechanical Max Horz 2=271(LC 8) Max Uplift 3=-130(LC 8), 2=213(LC 8) Max Grav 3=243(LC 13), 2=485(LC 13). 4=125(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=130,2=213. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f,V iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke 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 J34754 GHO Lot 50 Spec. Residence T12946537 J34754 —EJ24 JACK -OPEN TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:24 2018 Page 1 I D:?Hkp 10z9iOewXZ_8gySR3pywr3A-OuuONESVTeJY_u?5?P5feCUPknig2pWaraFmKOzw7m5 248 2-4-8 Scale = 1:10.5 2x3 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) -0.00 3-6 >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: 8 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=104/0-8-0, 2=68/Mechanical, 3=36/Mechanical Max Horz 1=62(LC 8) Max Uplift 1=-18(LC 8), 2=-44(LC 8), 3=-7(LC 8) Max Grav 1=10MC 13), 2=78(LC 13), 3=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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design,param eters 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 [ft/[f is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �//g�iTe k• 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 GHO Lot 50 Spec. Residence " �J11154 T12946538 J34754 , . —HJ3A DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:33:50 2018 Page 1 ID:?Hkp 10z9jOewXZ_89yS R3pywr3A-d Q I BfxRH Iq F7XAs5tLf UkgoMc6A547 U4Z4z? Evzw6 W 7 -2-9-15 4-0-1 2-9-15 4-0-1 1X4 II PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 4-0-1 2X3 11 Scale = 1:16.4 4 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.00 7-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.01 7-14 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.07 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 24 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=65/Mechanical, 3=256/0-3-8, 8=-0/Mechanical Max Horz 3=304(LC 14), 8=-309(LC 13) Max Uplift 7=-70(LC 8), 3=-304(LC 8) Max Grav 7=65(LC 1), 3=256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-102/336, 2-3=-89/348 WEBS 1-9=-309/110, 8-9=-309/110 Structural wood sheathing directly applied or 4-0-1 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. ll; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1; 60 2) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a jive 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) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 lb uplift at joint 7 and 304 lb uplift at joint 3. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb up at 1-3-15, and 127 lb up at 1-3-15 on top chord, and 98 lb up at 1-3-15, and 98 lb up at 1-3-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-10=-20 C211%i"PWi?fl design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1,11-17473 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 HT BE* 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 AN"TPII 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 GHO Lot 50 Spec. Residence [34754 J34754 —HJ3A DIAGONAL HIP GIRDER 1 1ob Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=115(F=58, B=58) 16=114(F=57, B=57) 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:33:50 2018 Page 2 ID:?Hkpl OzgiOewXZ_89ySR3pywr3A-dQl BfxRHIgF7XAs5tLfUkgoMc6A547U4Z4z?Evzw6W? ® 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 Iva � p/ building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing tyt iTe k• is always required forstability 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 GHO Lot 50 Spec. Residence �J34754 ' T12946539 J34754 -HJ4 DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:35:13 2018 Page 1 I D:?H kp 10z9iOewXZ_89ySR3pywr3A-h 0 pZ4 KRLI Ki M?xi2 EHeycBk WRZVYOhAI eVZuebzw6Ui -2-9-15 3-4-12 _ - - - 6-4-5 _ -- -- — --' 2-9-15 3-4-12 2-11-9 3x4 II 8 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 3-4-12 6-4-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.08 7-11 >961 240 TCDL 15.0 Lumber DOL 1.25 BC 0.24 Vert(CT) 0.08 7-11 >861 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=215/Mechanical, 3=311/0-10-15, 8=0/Mechanical Max Horz 3=390(LC 14), 8=-336(LC 13) Max Uplift 7=217(LC 8), 3=-432(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=0/362, 2-3=0/374 WEBS 1-8=-336/0 3x4 11 Scale = 1:21.1 14 5 PLATES GRIP MT20 2441190 Weight: 32 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 217 lb uplift at joint 7 and_432 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb up at 1-3-15, 127 lb up at 1-3-15, and 5 lb down and 79 lb up at 4-1-14, and 5 lb down and 79 lb up -at 4-1-14 on top chord, and 84 Ib up at 1-3-15, 84 lb up at 1-3-15, and 5 lb up at 4-1-14, and 5 lb up at 4-1-14 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-5=-30, 6-9=-20 Concentrated Loads (lb) Vert: 12=115(F=58, B=58) 14=114(F=57, B=57) 15=7(F=3, B=3) 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 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 ��• 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 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 Job Truss Truss Type Qty Ply J34754 GHO Lot 50 spec. Residence T12946540 J34754 —HJ7 DIAGONAL HIP GIRDER 2 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:36:01 2018 Page 1 ID:7Hkp 1 Oz9iOewXZ-89ySR3pywr3A-Hdji9kOSS4mYIJNG2MVCYljjiwgGGKOMhyCRKpzw6Ty -2-9-15 5-1-9 9-10-1 _ 2-9-15 5-1-9 4-8-8 2x4 11 Scale = 1:27.3 5 6 1x4 11 10 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 5-1-9 9-10-1 0- -7 5-1-9 4-8-8 Plate Offsets (X.Y)— F5:0-0-0.0-0-01,f8:0-0-0.0-0-01 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 0.39 Vert(LL) 0.06 8-9 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 8-9 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.29 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-11-11 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=473/0=10-15, 8=501/Mechanical, 10=0/Mechanical Max Horz 3=416(LC 14), 10=302(LC 13) Max Uplift 3=-513(LC 8), 8=401(LC 8) Max Grav 3=473(LC 1), 8=501(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-44/329, 2-3=-31/341, 3-15=684/640, 15-16=-709/630, 4-16=-630/647 BOT CHORD 3-18=-647/632, 18-19=-647/632, 9-19=-647/632, 9-20=647/632, 8-20=-647/632 WEBS 4-8=-645/687.1-11=-302/48.10-11=-302/48 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5).Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at joint 3 and 401 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb up at 1-3-15, 127 lb up at 1-3-15, 5 lb down and 79 lb up at 4-1-14, 5 lb down and 79 lb up at 4-1-14, and 41 lb down and 158 lb up at 6-11-13, and 41 lb down and 158 lb up at 6-11-13 on top chord, and 98 lb up at 1-3-15, 98 lb up at 1-3-15, 51 lb up at 4-1-14, 51 lb up at 4-1-14, and 35 lb down and 90 lb up at 6-11-13, and 35 lb down and 90 lb up at 6-11-13 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: 1-5=-70, 5-6=-30, 7-12=-20 C21 l�P%Iflr) 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 Inv 11- building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Lot 50 Spec. Residence T12946540 J34754 —HJ7 DIAGONAL HIP GIRDER 2 1 �447541 Job Reference (optional East Coast Truss, FL Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:36:01 2018 Page 2 ID:?Hkp1 Oz9iOewXZ_89yS R3pywr3A-Hdji9kOSS4mYIJNG2MVCYljjiwgGGKOMhyCRKpzw6Ty LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 15=115(F=58, B=58) 17=-82(F=-41, B=41) 18=114(F=57, B=57) 19=7(F=3, B=3) 20=-54(F=-27, B=-27) 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 p p iTe k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply GHO Lot 50 Spec. Residence �J34754 T12946541 J34754 -HJ7A DIAGONAL HIP GIRDER 1 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:36:51 2018 Page 1 ID:?Hkp10zgiOewXZ__89ySR3pywr3A-gEkcfgdqgR3Sl?Ct sPxaroHf3uD_xfjBkJ45wzw6TA -2-9-15 5-1-9 i 9-10-1 2-9-15 5-1-9 4-8-8 la 6 1x4 II PROVIDE ANCHORAGE, DESIGNED BY OTHERS, 11 AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. 2x4 11 Scale = 1:27.3 5 6 -0- -9 1:'-12 5-1-9 9-9-11 9-1 -1 0 -9 1�-12 3-6-13 4-8-2 0- _R Plate Offsets (X,Y)— f3:0-1-4 0-1-81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) 0.05 8-9 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.05 8-9 >999 180 BCLL. 0.0 Rep Stress Incr NO WB 0.30 Horz(CT) -0.01 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 54 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 7-6-6 oc bracing. OTHERS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=57111-10-10 (min. 0-1-8), 8=500/Mechanical, 11=-0/Mechanical, 10=202/0-3-8 Max Horz 3=335(LC 14), 11=-230(1_C 13) Max Uplift 3=-361(LC 8), 8=-408(LC 5), 10=-232(LC 8) Max Grav 3=571(LC 1), 8=500(LC 1), 10=202(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-102/266, 2-3=-89/274, 3-16=-756/623, 16-17=-684/554, 4-17=-639/553 BOT CHORD 3-10=-578/645, 10-19=-578/645, 9-19=578/645, 9-20=-578/645, 8-20=-578/645 WEBS 4-8=-661/579 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 3, 408 lb uplift at joint 8 and 232 lb uplift at joint 10. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 255 lb up at 1-3-15, 127 lb up at 1-3-15, 2 lb down and 94 lb up at 4-1-14, 5 lb down and 79 lb up at 4-1-14, and 34 lb down and 154 lb up at 6-11-13, and 41 lb down and 158 lb up at 6-11-13 on top chord, and 4 lb down and 3 lb up at 4-1-14, 5 Ib up at 4-1-14, and 26 lb down and 4 lb up at 6-11-13, and 35 lb down and 35 lb up at 6-11-13 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: 1-5=-70, 5-6=-30, 7-13=-20 C2J'WA"fbPWQdeslgn 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 fyf Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 city Ply GHO Lot 50 Spec. Residence �J347541 T12946541 J34754 -HJ7A DIAGONAL HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:36:51 2018 Page 2 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-gEkcfgdqgR3Sl?Ct sPxaroHf3uD_xfjBkJ45wzw6TA LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 16=-73(F=-131, 13=58) 18=75(1`=-34, 13=41) 19=-1(F=-4, B=3) 20=-51(F=-24, B=-27) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MMII.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/TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job TruSs Truss Type Qty Ply 54 GHO Lot 50 Spec. Residence T12946542 robReference J34754 —HJ24 DIAGONAL HIP GIRDER 1 1 0 tional - East Coast Truss, Ft. Pierce, FL 34946 8.130 s Oct 26 2017 MiTek Industries, Inc. Fri Jan 12 12:37:31 2018 Page 1 ID:?Hkp1OzgiOewXZ_89ySR3pywr3A-fx9k2W6VFk5nY8FZKG7JCHS8JBbOM5JCNZ?CUczw6SY -2-9-15 3-3-9 ' 2-9-15 r 3-3-9 1x4 II 8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 15.0 Lumber DOL 1.25 BC 0.23 BCLL 0.0 Rep Stress Incr NO WB 0.06 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=3 1 /Mechanical, 3=226/0-10-15 (min. 0-1-8), 8=0/Mechanical Max Horz 3=270(LC 14), 8=-280(LC 13) Max Uplift 7=97(LC 8), 3=256(1_C 8) Max Grav 7=31(LC 1), 3=226(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-89/308, 2-3=-75/321 WEBS 1-9=-280/96, 8-9=-280/96 Scale = 1:15.2 PROVIDE ANCHORAGE, DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX. UPLIFT AND MAX HORZ. REACTIONS SPECIFIED BELOW. DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.00 7-12 >999 240 MT20 244/190 Vert(CT) 0.01 7-12 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 21 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-9 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 lb uplift at joint 7 and 256 lb uplift at joint 3. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 127 lb up at 1-3-15, and 127 lb up at 1-3-15 on top chord, and 98 lb up at 1-3-15, and 98 lb up at 1-3-15 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: 14=-70, 4-5=-30, 6-10=-20 Concentrated Loads (lb) Vert: 13=1 15(F=58, B=58) 14=1 14(F=57, B=57) WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi iT ek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type Qty Ply GHO Lot 50 Spec. Residence ]H',u`sTsRUSS FJ3474 T12946543 J34754 A01 1 1 ference (optional) Fast Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fit Jan 12 10:08:32 2018 Page 1 ID?HkplOzgiOewXZ_89ySR3pywr3A-9QNQ2zYXa5JPy7cdT5FXzugcDODVWHoigpBBbzzw7lz �2-0-0 5-11-13 11-5-3 16-10-8 20-5-8 27-10-0 33-2-0 40-0-0 42-0-0 ' 2-0-0 5-11-13 ' 5-5-5 ' 5-5 3-7-0 r 7-4-8 5" 6-9-12 2-0-0 5x5 = 6.00 12 5x8 = 2x4 II 4x6 Scale = 1:82.7 16-10-8 20-5.8 27-10-0 33-2-4 40-0-0 8-2-0 3-7-0 7-4-8 6-9-12 Plate Offsets (X.Y)— 16:0-2-8 0-2-41.17:0-6-0.0-2-81 f16:0-5-12.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 • Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.30 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.60 16-17 >794 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.68 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 247 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: 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 "Except` WEBS 1 Row at midpt 5-18, 7-18, 8-17 13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0, 11=1959/0-8-0 Max Horz 2=419(LC 7) Max Uplift 2=-719(LC 8), 11=-724(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3461/1110, 3-5=-3187/1087, 5-6=-2414/928, 6-7=-2086/880, 7-8=-2514/927, 8-1 0=-3855/1238, 10-11 =-3454/1095 BOT CHORD 2-20=-727/3254, 18-20=-516/2708, 17-18=-292/2149, 16-17=-775/3425, 8-16=-195/956, 11-13=770/3005 WEBS 3-20=-422/232, 5-20=-121/598, 5-18=-836/358, 6-18=-280/805, 7-18=-345/153, 7-17=-248/858,8-17=-1606/571,13-16=-752/3031,10-16=-5/462,10-13=727/251 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpt=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719, 11=724. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 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 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 city Ply J34754 GHO Lot 50 Spec. Residence T12946544 J34754 A02 HIP TRUSS 1 1 Job Reference (optional) .East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:33 2018 Page 1 ID•?Hkp 10z9iOewXZ_89ySR3pywr3A-ddxoGJZ9LPRGZGBp 7 ommV6MpvQZLfgNuvTxl7?zw7ly -2-0-0 5-9-11 11-0-13 16-4-0 21-0-0 26-11-0 33-2A 40-0-0 42-0-0 2-0-0 5-9-11 5-3-3 5-3-3 4-B-0 5-11-0 6-3-4 6-9-12 2-0-0 Scale = 1:82.7 5x5 = 6.00 12 5x8 = 12x4 = n o 12 z -q 2x4 11 4x6 = 8-5-4 16-0-0 21-0-0 26-11-0 27-10r0 33-2� 40-0-0 8-5-4 7-10-12 4-8-0 5-11-0 0-11-0 5-4-0 6-9-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.30 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.58 16-17 >829 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 244 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: 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 `Except* WEBS 1 Row at midpt 7-18. 8-17 13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0, 11=1959/0-8-0 Max Horz 2=408(LC 7) Max Uplift 2=-719(LC 8), 11=-724(LC 8) Max Grav 2=1966(LC 13), 11=1985(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3472/1111, 3-5=-3216/1089, 5-6=-2464/938, 6-7=-2136/889, 7-8=-2575/946, 8-10=-3851/1237,10-11=-3466/1095 BOT CHORD 2-20=731/3316, 18-20=-528/2794, 17-18=-319/2226, 16-17=-769/3412, 8-16=-2011967, 11-13=-772/3006 WEBS 3-20=-405/222, 5-20=-115/570, 5-18=-800/343, 6-18=-258/801, 7-18=332/144, 7-17=-247/932,8-17=-1550/544,13-16=-758/3030,10-16=-6/476,10-13=-728/253 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719,11=724. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 J34754 GHO Lot 50 Spec. Residence T12946545 J34754 A03 HIP TRUSS 1 1 Jab Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:35 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-Z?3Yh_aPtOh_paLCBDoEbXS9MDHf7ddBNnQrCuzw7lw 2-0-0 7-5 4 14 4-0 18-8-0 23-0-D 26-11-0 33-2 4 40-0-0 42-0-D , 2-0-0 7-5-4 _1 1-12 41-0 4-4-0 3-11-0 6-3 4 6-9.12 2-0-0 6.o0 12 5x5 = 3x4 = 5x5 = 6 7 3X8 = 2X4 II 4X6 = 7-5-4 14-4-0 23-0-0 26-11-0 27 10 0 33- -0 40-0-0 7-5-0 6-10-12 8-8-0 3-11-0 0-11- 6-9-12 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 No.2 BOT CHORD 2x4 SP No.2 `Except` 8-14: 2x4 SP No.3, 16-19: 2x4 SP No.1 WEBS 2x4 SP No.3 `Except` 13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0, 11=1959/0-8-0 Max Horz 2=367(LC 7) Max Uplift 2=-719(LC 8), 11=-724(LC 8) Max Grav 2=1951(LC 1), 11=1983(LC 14) CSI. DEFL. in (loc) I/deft L/d TC 0.60 Vert(LL) 0.29 15 >999 240 BC 0.80 Vert(CT) -0.61 17-18 >785 180 WB 0.68 Horz(CT) 0.21 11 n/a n/a Matrix -AS Scale = 1:81.4 2x4 = m 9 12 'd y PLATES GRIP MT20 244/190 Weight: 240 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 WEBS 1 Row at midpt 3-18, 6-18, 6-17, 8-17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3425/1091, 3-5=-2705/959, 5-6=-2327/923, 6-7=-2469/957, 7-8=-2824/1014, 8-10=-3833/1235,10-11=-3466/1098 BOT CHORD 2-20=-691/3158, 18-20=-691/3158, 17-18=-437/2497, 16-17=-752/3368, 8-16=-226/938, 11-13=-775/3010 WEBS 3-20=0/286, 3-18=-845/356, 5-18=-216/818, 6-18=-442/124, 7-17=-281/906, 8-17=-1297/462, 13-16=-776/3009, 10-16=-11/449, 10-13=-724/259 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 Ot=lb) 2=719,11=724. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 properly incorporate this design into the overall HV It building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iVii Cek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply GHO Lot 50 Spec. Residence �J341754 T12946546 J34754 A04 HIP TRUSS 1 1 Job Reference (optional) ,East Coast Truss, Ft. Pierce, FL 34945 B.130 s Oct 26 2017 MiTek Industries. Inc. Fri Jan 12 12:35:45 2018 Page 1 ID:?Hkp10z9iOewXZ-89ySR3pywr3A-UAdiapOKgTQHQ WvnfoSgCu Wii1 hkhPcVOTw65Jzw6RO i -2-a0 6-5-4 12-4-0 1a-8-0 i 25-ao Q8.11-0 33-2-4 4aa0 i 42-0-0 r2-o-0 6-5-4 5-1a12 6-4-0 6-40 1-11-0 6-3-4 &9-12 2-0-o Scale = 1:80.7 6.00 12 5x8 = 2x4 II 5x8 = 5 34 6 7 4x6 3x6 8 3x4 3x6 34 1. 9 3x4 d 2x4 I I Z 10 d 2x4 II 2x4 = 2 2x4 II 166 2x4 II 2x4 = 1 0 20 19 35 18 36 17 16 6x8 = 11 cn o d 12 .d 2x4 II 46 = 3x8 = 3x4 = .- 3x6 = 3x4 = 14 13 3x6 — 15 d 3x4 II 4x6 = 27-10-0 6S-0 12.4-0 18-M 25-0-0 2611-0 33-2-4 40-0-0 6-5-0 5-10-12 6-0-0 6-4-0 1-11-0 -11 5-0-4 G9-12 Plate Offsets (X,Y)—f3:0-1-8,0-1-81.f5:0-6-0,0-2-81.17:0-6-0.0-2-81,116:0-5-12.0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.30 15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.53 15 >902 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.22 11 n/a n/a BCDL 10.0 Code FBC2017lfP12014 Matrix -AS Weight: 242 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: 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* MiTek recommends that Stabilizers and required cross bracing 13-16: 2x4 SP No.2 be installed during truss erection, in accordance with Stabilizer OTHERS 2x4 SP No.3 Installation uide REACTIONS. (lb/size) 2=195110-8-0 (min. 0-2-5), 11 =1 959/0-8-0 (min. 0-2-6) Max Horz 2=326(LC 7) Max Uplift 2=-719(LC 8), 11=-724(LC 8) Max Grav 2=1955(LC 13), 11=1995(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3469/1096, 3-4=-2875/953, 4-5=-2862/1001, 5-34=-2927/1085, 6-34=-2927/1085, 6-7=-2927/1085, 7-8=-3093/1096, 8-9=-3737/1231, 9-1 0=-3823/1194, 10-11 =-3494/1 100 BOT CHORD 2-21=-709/3213, 20-21=-709/3213, 19-20=-463/2608, 19-35=-463/2608, 18-35=-463/2608, 18-36=528/2746, 17-36=-528/2746, 16-17=-738/3342, 8-16=-246/995, 11-13=-777/3017 WEBS 3-20=-701/282, 5-20=-102/521, 5-18=-188/725,6-18=-494/242,7-18=-118/413, 7-17=-261/992, 8-17=-11621388, 13-16=-782/3005, 10-16=-16/452, 10-13=-724/261 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide'adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 719 lb uplift at joint 2 and 724 lb uplift at joint 11. 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. LOAD CASE(S) Standard AWARNING - Verity 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 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 verity the applicability of design parameters and properly incorporate this design into the overall ITS' 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 ANSUTPN 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 J34754 GHO Lot 50 Spec. Residence T12946547 J34754 A05 SPECIAL TRUSS 1 1 Job Reference o tional .East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:37 2018 Page 1 I D:?Hkp1 Oz9iOewXZ_89ySR3pywr3A-VOAJ5gctPexi2uVaGegigyXW71 zvbUNUg5vyGmzw7lu -2.0.0 6-1, 12-7-0 14-10.0 20.0.8 24.3-0 i 27-0.0 i 33-2-12 i 40.0.0 i42-0.0 i 2-0-0 6.6-12 6-0.4 2-3-0 5-2-8 42-8 2-9-0 12-12 6-9.4 2-0-0 Scale = 1:83.0 6.00 12 5x5 = Sx5 = 2x4 11 4x8 = 5x5 = 12x4 = 12 V^V 3x4 = 3x6 = 5x5 = 27-0-0 66-12 12-7-0 20.0-8 2430 33-2-12 40-0-0 6E•12 6-0-0 71 4-2-8 -0-0 1-9.0 6-2-12 6-9-0 Plate Offsets (X,Y)— 14:0-0-0,0-1-121. 14:0-2-12,0-3-01, 19:0-2-8.0-2-41, 110:0-2-8.0-3-01, 115:0-0-0.0-1-81, 117:0-5-12.0-4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) _ I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.34 16 >999 ' 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.62 18-20 >773 180 BCLL 0.0 Rep Stress Incr YES WB 0.85 Horz(CT) 0.23 11 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 250 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: 8-15: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 6-20, 10-17 13-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1953/0-8-0, 11=1959/0-8-0 Max Horz 2=330(LC 7) Max Uplift 2=-718(LC 8). 11=-724(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3467/1095, 3-5=-2872/996, 5-6=-2777/1017, 6-7=-3504/1229, 7-8=3504/1229, 8-9=-2965/1053,9-10=-3382/1106,10-11=-3471/1100 BOT CHORD 2-21=707/3046, 20-21=707/3046, 18-20=-718/3210, 17-18=-723/3330, 8-17=-151/738, 11-13=779/3023 WEBS 5-20=-716/2134, 6-20=-1845/670, 6-1 8=-1 09/521, 8-18=-102/311, 13-17=-775/2914, 17-22=-70/399, 10-22=-290/181, 9-22=317/1147, 10-13=404/196, 7-18=-421/213, 3-20=-713/290, 8-22=-1096/309 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 $) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive 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=718, 11=724. 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 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job ' Truss Truss Type Cty, Ply J34754 GHO Lot 50 Spec. Residence T12946548 J34754 A05 HIP TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 6.13u s Sep 1b 2U1 f Mi I eK Inoustnes, Inc. t-n dan 12 1u:uts:.1ts 2ults rage 1 ID:?HkplOz9iOewXZ_89ySR3pywr3A-zakhJOdHAx3Zg24npLLxC93nSQPcKwze3leWoCzw7lt -2-0-0 5-9-4 11-0-0 14-2-0 16-10-0 , 21-0-8 , 24-3-0 , 29-0-0 , _ 34-2-12 40-0-0 42-0-0 2-0 5-2-12 3-2-0 2-8-0 4-2-8 3-2-8 4-9-0 5-2-12 5 9 4 2-0-0 Scale = 1:81.4 5x8 = 5x5 = 6.00 12 4 35 36 5 5x5 = 2x4 11 4x6 = 5x8 = 3x4 % 6 7 8 37 38 9 3 2x4 II t0 M 2x4 I I >3X4 2 2x4 11 M 2x4 If x — o 0 18 _ 22 21 0 20 19 11 M o 12 'o 2x4 II 3x4 = 5x8 = 3x8 = 14 3x6 = 17 16 15 13 d 3x6 — 2x4 II 4x6 2x4 II 8x10 M18SHS = 4x10 = 5-9.4 11-0-0 14-2-0 16-10-0 21-0-8 24-3-0 2 -3- 29-0-0 34-2-12 40-0-0 5-9-4 5-2-12 3-2-0 2-8-0 4-2-8 3-2-8 -0- 3-9-0 5-2-12 5-9-4 Plate Offsets (X.Y)— 14:0-6-0.0-2-81.15:0-2-8.0-2-41.f9:0-6-0.0-2-81.118:0-7-0.0-5-01.120:0-3-12.0-3-41 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.32 19 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.60 19-20 >807 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.21 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 250 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 285OF 1.8E TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP 285OF 1.8E `Except` BOT CHORD Rigid ceiling directly applied. Except: 8-16: 2x4 SP No.3 10-0-0 oc bracing: 16-18 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 6-20 15-18: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1953/0-8-0, 11=1959/0-8-0 Max Horz 2=298(LC 7) Max Uplift 2=-718(LC 8), 11=-724(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3503/1096, 3-4=-2985/1024, 4-5=2960/1070, 5-6=-3301/1152, 6-7=4300/1445, 7-8=-4300/1445, 8-9=-4158/1381, 9-1 0=-3002/1038, 10-11 =-3513/1109 BOT CHORD 2-22=-719/3063, 21-22=719/3063, 20-21=-513/2597, 19-20=-1040/4143, 18-19=-1010/4186, 8-18=-362/179, 13-15=-803/3072, 11-13=-803/3072 WEBS 3-21=621/238, 4-21=-103/373, 4-20=-220/844, 5-20=-417/1252, 6-20=-2191/779, 15-18=-622/2741, 9-18=-613/2354, 9-15=-766/163, 10-15=-613/237, 7-19=-335/167, 6-19=35/305 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked fora plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=718,11=724. 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 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Iyl iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSM9 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 J34754 GHO Lot 50 Spec. Residence T12946549 J34754 A07 - HIP TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:39 2018 Page 1 I D:7Hkp10z9iOewXZ_89ySR3pywr3A-Rml3 WMdwxFCQHBfzN3tAlNcozgfX3R6nHP03Lfzw7ls -2-a0 6-a0 9-40 1a2-0 16-10-0 i 24-7-0 r 31-0-0 , 35.2-12 _,4a0.o 142-0.0_, 2 a0-0 3-0.0 7.2.0 2-B-0 5.9.0 6-5-0 4-2-12 49-4 2-0-0 Scale = 1:81.2 5x5 = 5x8 = 2x4 II 6.00 12 4 34 35 5 5x5 = 4x6 = 5x8 — 2x4 6 7 8 36 37 9 3 2x4 11 i „mac 2x4 II ( 0 N 2x4 2 ej>4 2x4 I I D r 1 2x4 II o " 17 7x8 = 11 2x4 = o 21 20 19 1 ' 12 's} o 3x6 = 3x8 = 3x6 = 3x4 = 15 14 16 13 0 2x4 II 3x6 = 3x6 = 5x5 = 3x8 = 25-7-0 162.0 1110_0 i 2450 24-7-0 i 3140-0 i 40-0-0 9-0-0 7-2.0 2.8.0 5-6-0 0-ILO 55-0 &0-0 1-0-0 Plate Offsets (X.Y)— 14:0-2-8.0-2-41.15:0-6-0.0-2-81.19:0-6-0,0-2-81.Ill 7:0-6-4.0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.34 21-30 >855 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.74 Verl(CT) -0.32 21-30 >893 180 BCLL 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.06 11 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 224 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 10-0-0 oc bracing: 15-17 OTHERS 2x4 SP No.3 WEBS 1 Row at midpt 6-18 REACTIONS. (lb/size) 2=1120/0-8-0, 11=688/0-8-0, 18=2104/0-8-0 Max Horz 2=257(LC 7) Max Uplift 2=-885(LC 8), 11=-268(LC 8), 18=-1222(LC 8) Max Grav 2=1120(LC 1). 11=796(LC 14), 18=2104(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1590/1168, 3-4=-1333/1106, 4-5=-1156/1023, 5-6=-1024/910, 6-7=-411/699, 7-8=-411/699,8-9=-377/543, 9-10=-576/52,10-11=929/139 BOT CHORD 2-21=-796/1370, 19-21=-455/900, 18-19=-331/696, 17-18=-751/763, 11-14=0/777 WEBS 3-21=312/246, 4-21=-323/325, 5-21=-202/355, 6-19=-1841379, 14-17=0/305, 9-17=-961/544, 9-14=-113/373, 10-14=-432/208, 7-18=-673/198, 6-1 8=-1 63011250 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=885,11=268,18=1222. 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. AWARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7477 rev. 1010312015 BEFORE USE. *R Design valid for use only with MITek0 connectors. This design is based only upon parameters shown, and is for an individual building component, not pp 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 pi�.iTek•�` 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 J34754 GHO Lot 50 Spec. Residence T12946550 J34754 AO8G HIP TRUSS 1 1 Job Reference o tional .East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:41 2018 Page 1 I D:7Hkp10z9iOewXZ_89ySR3pywr3A-09Qpx2fASsS8XVoMVUvegoh6yeKhXJM41jtAPXzw7lq i-2-0.0 3-9-4 7-0-0 12-7-0 18-2-0 20-10.0 24.7-0 i 28-9-8 33-0-0 36-2-12 40.0-0 i 42-0-0 r2-0-0 3.9.4 3-2-12 6-7-0 5-7-0 2-8-0 4-2-8 4-2-8 3.2-12 3.9.4 2.0 0 Scale = 1:81.2 5x8 = 2x4 II 5x8 = 2x4 II 6.00 12 4 539 5x8 M18SHS = 37 38 40 41 42 6 4x8 = 3x8 = 5x5 = 2x4 7 8 943 4445 10 46 11 2x4 I I 3 �I 1 2x4 11 m 2X4 — 2 2X4 II fl ' 1 XS = 2x4 II 0 • 19 2x4 = o ¢ 24 47 48 23 22 49 21 20 12 13 'o 3x4 = 4x4 = 50 3x6 = 3x6 = .. 1g 17 51 1F52 15 53 14 a 3x10 = 2x4 11 3x6 = 3x4 3x6 = 5x12 = 3x4 = 25-7-0 3-9-0 7-0-0 12.7.0 18-2-0 24E-0 24--0 28-9-8 33-0-0 36-2-12 40-0-0 3-9-0 3-2-12 5-7-0 5-7-0 6-0-0 0- -0 3-2-8 42-8 3-2-12 3-9-0 1-0-0 Plate Offsets (X.Y)— f4:0-6-0.0-2-81.f6:0-6-0.0-2-81 111:0-2-8.0-2-41.f19:0-5-8 0-4-01 f20:0-2-10 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.35 23-24 >819 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -0.31 23-24 >946 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 0.79 Horz(CT) -0.08 20 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except' TOP CHORD 4-6,7-11: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 *Except` 2-22: 2x4 SP No.1, 9-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 `Except' 8-20: 2x8 SP No.2, 7-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=204610-8-0. 12=1040/0-8-0, 20=4846/0-8-0 Max Horz 2=216(LC 24) Max Uplift 2=-1734(LC 8), 12=-468(LC 8), 20=-3375(LC 8) Max Grav 2=2046(LC 1), 12=1156(LC 30), 20=4846(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3739/3106, 3-4=-3528/3062, 4-5=-3556/3221, 5-6=-3556/3221, 6-7=-2226/2141, r 7-8=-2211/3188,8-9=-2211/3188,9-10=-1639/1973,10-11=-1398/521,11-12=-1620/523 BOT CHORD 2-24=2547/3286, 23-24=-2464/3158, 21-23=-1601/1957, 20-21=-500/371, 19-20=-2073/1988, 9-19=-616/1459, 14-16=0/587,12-14=-258/1329 WEBS 3-24=-309/258, 4-24=-742/811, 4-23=-530/542, 5-23=-956/646, 6-23=-1511/1913, 6-21=647/223, 7-21=-1524/2057, 16-19=0/655, 10-19=2736/1911, 10-14=-745/1137, 8-20=-368/216,9-20=-2032/919,7-20=-4273/3489 Weight: 227 lb FT = 0% Structural wood sheathing directly applied. Rigid ceiling directly applied or 3-10-8 oc bracing. Except: 10-0-0 oc bracing: 17-19 1 Row at midpt 6-23, 7-20 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=15ft; B=74ft; L=40ft; eave=5ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1734, 12=468. 20=3375. 1\ WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 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 J34754 GHO Lot 50 Spec. Residence T12946550 J34754 A08G HIP TRUSS 1 1 Job Reference (optional) .East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MII ek Industries, Inc. Fn Jan lY 1U:U8:41 2Ultf Nage Z ID:?HkplOz9iOewXZ_8gySR3pywr3A-09Qpx2fASsS8XVoMVUvegoh6yeKhXJM41jtAPXzw7lq NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 295 lb down and 211 lb up at 28-11-4, 295 lb down and 211 lb up at 30-11-4, 191 lb down and 194 lb up at 7-0-0, 191 lb down and 184 lb up at 9-0-12, 191 lb down and 184 lb up at 11-0-12, 191 lb down and 184 lb up at 12-7-0, 191 lb down and 184 lb up at 14-1-4, 191 lb down and 184 lb up at 16-14, 191 lb down and 194 lb up at 18-2-0, 191 lb down and 184 lb up at 25-2-13, and 214 lb down and 162 lb up at 27-2-13, and 214 lb down and 172 lb up at 33-0-0 on top chord, and 509 lb down and 456 lb up at 7-0-0, 85 lb down and 88 lb up at 9-0-12, 85 lb down and 88 lb up at 11-0-12, 85 lb down and 88 lb up at 12-7-0, 85 Ib down and 88 lb up at 14-1-4, 85 lb down and 88 lb up at 16-1-4, 545 lb down and 507 lb up at 18-1-4, 85 lb down and 126 lb up at 25-2-13, 85 lb down at 27-2-13, 85 lb down at 28-11-4, and 85 lb down at 30-11-4, and 509 lb down and 420 lb up at 32-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-70, 4-6=-70, 6-7=-70, 7-11=-70, 11-13=-70, 19-31=-20, 17-18=-20, 17-34=-20 Concentrated Loads (lb) Vert: 4=-140(F) 6=-140(F) 11=-140(F) 22=-60(F) 24=-509(F) 23=-60(F) 5=-140(F) 21=-545(F) 16=-60(F) 14=-509(F) 10=-255(F) 37=-140(F) 38=-140(F) 41=-140(F) 42=-140(F) 43=-140(F) 44=-140(F) 46=-255(F) 47=-60(F) 48=-60(F) 49=-60(F) 50=-60(F) 52=-60(F) 53=-60(F) A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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 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 Joti —� Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946551 J34754 A09 SPECIAL TRUSS 1 1 Job Reference o tiorial East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:43 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-KYYaMkhQ_Uirmpykcux6vDnTLR_C?DPNCIMHUQzw710 1-2-0-0 5-3-13 10-1-3 14-10-8 17-6-8 i 20-0-0 26-11-0 i 33-2-4 1 40-0-0 142-0-0r 2-0-0 5-3-13 4-9-5 4-9-5 2-8-0 2-5-8 6-11-0 6-3-4 6-9-12 2-M 6.00 12 5x5 = 5x5 = 5x5 = 2x4 II 4x6 = 2x4 II 1-8-8 14-10-8 20-0-0 26-11-0 27 10 0 33-2 4 40-0-0 7-8-8 7-2-0 5-1-8 6-11-0 0-11- 511 6-9-12 Plate Offsets (X,Y)—I6:0-2-8,0-2-41.f17:0-5-12,0-4-81 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 BOT CHORD 2x4 SP No.2 *Except* 9-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 14-17: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0,,12=1959/0-8-0 Max Horz 2=427(LC 7)- Max Uplift 2=-719(LC 8), 12=724(LC 8) CSI. DEFL. in (loc) I/defl . L/d TC 0.86 Vert(LL) 0.31 16 >999 240 BC 0.95 Vert(CT) -0.63 17-18 >757 •180 WB 0.82 Horz(CT) 0.23 12 n/a n/a Matrix -AS Scale = 1:83.7 l2x4 = PLATES GRIP MT20 244/190 Weight: 263 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 WEBS 1 Row at midpt 9-18, 7-18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3495/1112, 3-5=-3259/1095, 5-6=-2596/966, 6-7=-2264/911, 7-8=-2329/937, 8-9=-2483/919,9-11=-3856/1238,11-12=-3454/1094 BOT CHORD 2-22=738/3252, 20-22=563/2807, 18-20=-382/2381, 17-18=-779/3431, 9-17=-192/948, 12-14=-770/3004 WEBS 6-20=-268/817, 7-20=-391/95, 8-18=-565/1606, 9-18=-1630/584, 14-17=-749/3030, 11-17=5/468, 11-14=-727/250, 7-18=-905/342, 3-22=-364/196, 5-22=97/472, 5-20=-690/306 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719, 12=724. 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. 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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V r 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 ANSIITPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply J34754 GHO Lot 50 Spec. Residence T12946552 J34754 A10 SPECIAL TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:44 Z018 Page 1 ID:?Hkp10z9iOewXZ-89ySR3pywr3A-ok6ya3h2ingiOzXxAcSLSQJeTrJ6kggWRh5gOszw7ln i-2-0-0 6-8-8 12-10-8 15.6-8 20-0-0 26-11-0 _ _ 33-2-4 40-0-0 42-0-0 2-0-0 6-8-8 6-2-0 2-8-0 4-5-8 6-11-0 6-3-4 6-9-12 r 2-0-0 Scale = 1:84.3 5x5 = 6 6.00 12 5x5 = 5x5 = 4 4x6 5x6 % 7 3x6 3 716 8 3x4 o u5 2x4 II 9 r' 2x4 11 2x4 = 2 2x4 112x4 = o 1 0 `f 19 33 17 34 15 6x8 = 3x6 =10 / 20 2x4 II 4x6 _ 18 3x8 = 4x8 — 3x8 = '- -rr 9 11 d 3X = 14 13 12 0 2x4 II 4x6 = 2x4 11 6-B-8 12-10-8 20-0-0 26 11-0 27-10 0 33-2� 40-0-0 6-8-6 6-2-0 7-11 6-11-0 0-11- 5-4� 6-9-12 Plate Offsets (X,Y)— f3:0-2-12.0-3-01. 14:0-2-8.0-2-41. 115:0-5-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.32 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.63 15-16 >763 180 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.23 10 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 241 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: 7-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 7-16 12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=195110-8-0, 10=1959/0-8-0 Max Horz 2=427(LC 7) Max Uplift 2=719(LC 8), 10=724(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3452/1091, 3-4=-2822/990, 4-5=-2450/944, 5-6=-2383/935, 6-7=-2485/918, 7-9=-3856/1239,9-10=-3453/1094 BOT CHORD 2-20=-699/3199, 18-20=-701/3192, 16-18=-500/2689, 15-16=779/3430, 7-15=-194/941, 10-12=-770/3004 WEBS 3-20=0/264, 3-18=-735/305, 4-18=-264/891, 5-18=-528/162, 5-16=-1013/400, 6-16=563/1620, 7-16=-1629/586, 12-15=750/3026, 9-15=-5/470, 9-12=-726/250 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719, 10=724. 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. ,A WARNING - Verify design paramelers 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 ANSVTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply J34754 GHO Lot 50 Spec. Residence T12946553 J34754 All SPECIAL TRUSS 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.13u s sep 15 2u11 Mi I eK Industries, Inc. t-n Jan I 1u:u8:4D zuits rage 1 ID:?HkplOz9iOewXZ_89ySR3pywr3A-GwfKnPigW5yZ?667kJ_a?espWFh4T7gggLrNYJzw7lm -2-0-05-8-8 10-10-B 13-6-B 20-0-0 26-11-0 33-2-0 40-0-0 42-0-0 2-0-0 5-8-8 5-2-0 2-8-0 6-5 8 6-11-0 6-3-0 6-9-12 Scale=1:82.7 5x5 = 6 5x5 = 5x5 = 4 33 34 5 4x6 6.00 12 7 0 3x4 i 316 3 8 3x4 2x4 I 9 n 2x4 II 2x4 = 2 2x4 II 2x4 II2x4 = 1 0 q 19 35 36 17 15 6x8 = 10 r? o 20 18 16 11 .� v 2x4 II 4x6 = 4x6 = 3x8 = 6 3x6 = 13 12 3x6 14 d 3x8 = 2x4 11 4x6 = 20-M 26-11-0 27-10r0 33-2-4 40-0-0 T0-8 -0 9-1-8 6-11-0 0-11-0 5-4-4 6-9-12 Plate Offsets (X Y1—f4:0-2-8,0-241.f15:0-5-12,0-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.31 14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL, 1.25 BC 0.86 Vert(CT) -0.63 16-18 >758 180 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(CT) 0.22 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 237 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: 2-19,15-17: 2x4 SP No.1, 7-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16, 7-16 12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS, (lb/size) 2=1951/0-8-0, 10=1959/0-8-0 Max Horz 2=427(LC 7) Max Uplift 2=-719(LC 8), 10=-724(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3494/1100, 34=-3003/1021, 4-5=2633/968, 5-6=2450/923, 6-7=-2492/917, 7-9=-3852/1239,9-10=-3454/1094 BOT CHORD 2-20=-724/3255, 18-20=-724/3255, 16-18=-635/3021, 15-16=-778/3423, 7-15=-197/929, 10-12=-770/3004 WEBS 3-18=-572/243,4-18=-326/1051, 5-18=717/277, 5-16=-1182/471,6-16=-530/1582, 7-16=-1614/583, 12-15=-753/3018,9-15=-3/462,9-12=724/251 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=15ft; B=74ft; L=40f1; eave=5ft; Cat. II; Exp C; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719,10=724. 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. AWARNING -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 M7ek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 temporaty 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 ANSIRP11 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 J34754 GHO Lot 50 Spec. Residence T12946554 J34754 Al2 SPECIAL TRUSS 1 1 Job Reference o tional . East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:46 2018 Page 1 ID:7Hkp1 OzgiOewXZ_89ySR3pywr3A-k7Di—IjJHP4QdGhJH1 VpXrPzrfO4CZfpu7ax5lzw711 i-2-0-04-8-8 8-10-8 11-6-8 i 15-9-4 20-0-0 26-11-0 33-2-4 - _ _ _40-0-0 _ r42 2-0-0 4-8-8 4-2-0 2-8-0 4-2-12 4-2-12 6-11-0 6-3-4 6-9-12 2-0-0 5x5 = 7 3x4 i 6 5x5 = 5x8 = 4x6 6.o0 12 4 8 3x6 2x4 - 9 3x4 2x4 II 3 10 2x4 II 2x4 = 2 1 0 o 20 34 18 3517 16 6x8 = d 21 19 5x6 WB = 44 — 3x8 = 3x6 = 14 15 13 3x8 = 3x4 = 2x4 11 4x6 = i 8-10-8 i 11-6-8 20-0-0 26-11-0 27,-10r0 33-2.4 40-0-0 8-10-8 ' 2-8-0 8-5-8 6-11-0 0-11-0 5-4<i 6-9-12 Plate Offsets (X,Y)—I4:0-2-8,0-2-41.15:0-5-4.0-2-81.116:0-5-12.0-4-81 Scale = 1:82.7 2x4 II _ d 2x4 112x4 — 12 } 31 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/TPI2014 CSI. TC 0.90 BC 0.88 WB 0.85 Matrix -AS DEFL. in (loc) I/deft L/d Vert(LL) 0.32 15 >999 240 Vert(CT) -0.70 17-19 >687 180 Horz(CT) 0.22 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 246 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: 2-20,16-18: 2x4 SP No.1, 8-14: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-17. 8-17 13-16: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0, 11=1959/0-8-0 Max Horz 2=427(LC 7) Max Uplift 2=719(LC 8), 11=-724(LC 8) Max Grav 2=1951(LC 1), 11=1961(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3499/1127, 3-4=-3173/1046, 4-5=-2809/989, 5-6=-3753/1370, 6-7=-2410/943, 7-8=-2489/916, 8-10=-3853/1239, 10-11=-3453/1094 BOT CHORD 2-21=758/3310, 19-21=-751/3454, 17-19=-500/2712, 16-17=-781/3427, 8-16=-195/927, 11-13=770/3003 WEBS 3-21 =404/197, 4-21=-325/1128, 5-21 =- 10541322, 5-19=992/424, 6-19=480/1399, 6-17=1039/422,7-17=-585/1664,8-17=-1617/590,13-16=-750/3015,10-16=-2/476, 10-13=-723/250 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=15ft; B=74ft; L=40f; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall. by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=719,11=724. 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 -Verity 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 al building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing A is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p � iTek° fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City, Ply J34754 GHO Lot 50 Spec. Residence T12946555 J34754 A13 SPECIAL TRUSS 1 1 Jab Reference o tional • East Coast Truss, FL Pierce, FL 34946 a. i6u s bep to zu-I / Nu i eK mausmes, inc. rn,aan iz w:uoar zu io rage t ID:?Hkp10z9iOewXZ-89ySR3pywr3A-CJn5C5kx2iCHFQGWrkO243x8V3L5xOfy7fKUdBzw7lk -2-0-06-10-8 9-6-8 14-9-4 20-0-0 26-11-0 33-2-0 40-0-0 42-0-0 2-0-0 6-10-8 2-8-0 5-2-12 5-2-12 6-11-0 6-3-4 6-9-12 2-0-0 2x4 Scale = 1:82.7 5x5 = 6 5x6 7 3x6 8 3x4 9 n 2x4 II _ 2x4 11 2x4 — 15 6X8 — 10 rn o 16 11 i 3x8 = .o 14 13 12 d 3x6 = 2x4 11 4x6 = 6-1121 0-8 + 14-9-4 20-0-0 26-11-0 27-10r0 33-2-4 40-0-0 10-8 7-10-12 5-2-12 6-11-0 0-11-0 5-4� 6-9-12 Plate Offsets (X Y)— 13:0-2-8.0-2-41. f15:0-5-12 0-4-81 LOADING (ps, SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud TCEL 20.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.33 14 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.67 15-16 >714 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.25 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS PLATES GRIP MT20 244/190 Weight: 237 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: 7-13: 2x4 SP No.3 10-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-16. 7-16 12-15: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1951/0-8-0, 10=1959/0-8-0 Max Horz 2=427(LC 7) Max Uplift 2=-719(LC 8), 10=724(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3423/1070, 3-4=-3017/1026, 4-5=-3174/1098, 5-6=-2428/940, 6-7=-2483/918, 7-9=-3856/1238,9-10=-3453/1094 BOT CHORD 2-20=-672/3057, 18-20=-933/3717, 16-18=-559/2778, 15-16=-779/3432, 7-15=-192/937, 10-12=-770/3003 WEBS 3-20=302/1142, 4-20=-1197/423, 4-18=1129/449, 5-16=1111/438, 6-16=-575/1640, 7-16=-1628/585, 12-15=-748/3028, 9-15=-2/455,9-12=-726/250, 5-18=-210/740 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=719,10=724. 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. 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 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 Iva�• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITe�C' 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 4 1 Job r Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946556 J34754 A14 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.iou s sep 10 zui I mi i eK maustnes, inc. rn van -iz-iu:uo:4o zu io rage i ID:?Hkp 10zgiOewXZ_89ySR3pywr3A-hVLTPRkZpOK8sariPSXHcGUPmSkUg RM6MJ329dzw7lj 21-2-8 i -2-1-0 47-B 7.3-8 13-0+8 18-9-8 2013-8 27-3-8 33-0-8 40-0-0 i 42-0-0 i 2 47-8 2-8-0 5-9-0 59-0 1-M 6-1-0 6-1-0 6.7.8 2-0.0 0.11-0 Scale = 1:82.7 3x8 M18SHS = 3x4 = 5x5 = 5x5 = 6 7 3x8 = 17 162x4 II 0 1. 1,0 15 5x8 = 13 4x6 = 2x4 I I 21-2-8 47-8 7-3-8 13-0-8 18-9-8� 273-8 29-10-8 33-0-8 40.0.0 4-7-8 2-&0 S9-0 59-0 tl>-0 &1-0 2-7-0 3-0-0 6-71 2x4 II 11 2x4 11 2x4 = 3x6 = 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 0.56 Vert(LL) 0.30 20 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.54 20-22 >894 180 M18SHS 244/190 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.20 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 260 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 'Except* BOT CHORD Rigid ceiling directly applied. 11-14: 2x4 SP No.2 WEBS 1 Row at midpt 4-20, 5-19, 7-19 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1955/0-8-0, 11=1956/0-8-0 Max Horz 2=403(LC 7) Max Uplift 2=-718(LC 8), 11=-725(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3515/1082, 3-4=-4435/1442, 4-5=-3515/1171, 5-6=-2584/961, 6-7=-2234/913, 7-8=-2622/969,8-10=-2883/1020,10-11=-3466/1106, BOT CHORD 2-23=-716/3167, 22-23=-714/3171, 20-22=-1188/4509, 19-20=-679/3087, 18-19=-326/2237, 13-15=-786/3020, 11-13=-786/3020 WEBS 3-22=-612/1860, 4-22=-1210/447, 4-20=-1545/551, 5-20=-173/724, 5-19=-1211/481, 6-19=-294/856, 7-18=-287/911, 15-18=-558/2536, 8-18=-478/288, 10-15=-688/272 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=718, 11=725. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB•89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1 Job Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946557 J34754 A15G ROOF SPECIAL GIRDER 1 1 Job Reference (optional) c East Coast Truss, Ft. Pierce, FL 34946 6.13U S Sep 1b ZU1 r MI I eK mOUSlnes, Inc. HI Jan 1Z 1U:U6:49 ZU16 Page 1 I D:?Hkpl Oz9iOewXZ_89ySR3pywr3A-9ivrdnlBaKS?UkQuz92 W9U1 bbs3APudFbzpbh4zw7lI 19-8-8 -2-0-0 2-1 a8 56-8 11-3-8 132-8 17-08 18-&8 1-0-0 27-6-11 33-9-5 40.0.0 42-0.0 2-0.0 2-1 a6 2-e-0 59-0 1-11-0 3-10-0-z-0 1-7-8 6-2-11 52-11 12-11 2-0-0 5x5 = Scale = 1:88.3 5x5 = 5x5 8 6 7-�� 3x4 3x4 i 9 5 3x6 Q 6.00 12 5x8 = 5x5 = 10 3x4 2x4 II 11 2x4 11 3 4 'pp 2x4 = 2 1 o 23 20 19 5 d 26 25 24 22 x 3x6 —_ 2x4 II 3x8 = 4x6 = 18 17 16 14 4x4- = 21 3X8 =1 0-0 2x4 I I _ 5x6 = 4 2X4 I I 2x4 II 6x8 = 195821A-0 2-10-8 56-8 11-3-8 13-2-8 17-01 18b-8 19 -8 2T6-11 33-95 40.0.0 2-10-8 2-8-0 59-0 1-11-0 3-10-0 1-" 0- -0 G2-11 52-11 62-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.33 22 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.59 24-25 >813 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.20 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3,3-4,4-6: 2x4 SP 285OF 1.8E BOT CHORD 2x4 SP 285OF 1.8E *Except* 12-15: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 3-25: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1957/0-8-0, 12=1956/0-8-0 2x4 II 2x4 = 2X4 II 12 ro o 13 0 3x6 = PLATES GRIP MT20 244/190 Weight: 267 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-22, 4-24, 8-17, 7-19 Max Horz 2=400(LC 7) Max Uplift 2=-717(LC 8), 12=-725(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3559/1059, 3-4=-5497/1730, 4-5=-3875/1262, 5-6=-2836/1012, 6-7=-2462/959, 7-8=-2495/976,8-9=-2612/959,9-11=-2910/1023,11-12=-3490/1111 BOT CHORD 2-26=-720/3224, 25-26=-717/3228, 24-25=-1545/5631, 22-24=-808/3442, 20-22=-420/2481,19-20=-420/2481,14-16=-797/3047,12-14=-797/3047 WEBS 3-25=-905/2749, 4-25=-1383/509, 6-22=-266/877, 5-24=-163/729, 5-22=-1271/493, 4-24=-2281/761, 8-19=641/1813, 11-16=-680/266, 16-19=-570/2535, 9-19=-501/294, 7-19=1043/389 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=717, 12=725. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 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 A is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding,the qiTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946558 J34754 A16 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:50 2018 Page 1 ID:7Hkp10z9iOewXZ_89yS R3pywr3A-duTDg7mpLdas6u_4WtZIihZmFGOg8LxPpdY8E Wzw7lh 5-8-0 11-0-8 114 01 6- 17-4-0 23-4-8 29-5-0 36-0-0 38-0-0 1-11-8 -8- 6-0-8 6-0-8 N. Scale = 1:75.0 5x5 = 3x4 i 2 6 3x6 J 7 3x4 3x6 ! 1-0-0 1 r-1 n' 17 6x8= 2x4 II 2x4 II 2x4 = 22 21 20 19 0- 29 S0 31 16 2 9 n RN 10 Y 3x6 II 5x5 = 3x6 = 2x4 I115 13 o 11 3x6 1 3x8 = I 8 2x4 II 14 2x4 II 6x8 =4x6 = 2x4 424 1 5-8.0 11-0-8 13-0-0 I -0- 17-0-0 20-5-13 23-4-8 29.5-0 36 10-0 5-4-8 1-11-8 •0- 3-1-13 2-10-11 6-0-8 174 Plate Offsets (X Y)— 13.0-2-8 0-2-41 116:0-2-8 0-3-01 121:0-2-8 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.23 18 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.46 18 >944 180 BCLL 0.0 Rep Stress Incr YES WB 0.96 Horz(CT) 0.12 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 237 lb FT = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No:2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 22=1624/Mechanical, 9=1771/0-8-0 Max Horz 22=-366(LC 6) Max Uplift 22=-518(LC 8), 9=-670(LC 8) Max Grav 22=1624(LC 1), 9=1795(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2528/831, 2-3=-2332/834, 3-4=-2015/796, 4-5=-2085/836, 5-6=-2128/814, 6-8=-2477/898, 8-9=-3074/984 BOT CHORD 21-22=-356/366, 20-21=-465/2435, 17-20=-368/2302, 16-17=-368/2302, 11-13=-678/2661, 9-11=-678/2661 WEBS 2-20=-319/194, 3-20=-217/746, 5-16=-536/1459, 4-20=-524/163, 4-16=-824/328, 8-11=0/252, 8-13=-693/271, 13-16=-450/2145, 6-16=-529/313, 1-22=-1575/530, 1-21=667/2236 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 22=518,9=670. 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. A 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 . e�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ri.�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing itll iTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the `/A fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt 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 r Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946559 J34754 A17 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.13u s sep 10 zu1 t mi I ek inaustnes, inc. t-n uan 1z lu:u8:oz zu18 rage i ID:7Hkp10z9iOewXZ_89ySR3pywr3A-ZGa_Fon3lFgaLB8TeHcDn6f4644BcGahHxIFIPzw7If -2.0.0 6-5-4 11.0-0 13-0-8 15-8-8 7-0- 21-40 27-4-8 33-5-0 40-0.0 42-0-0 2-0-0 114 4-6-12 2-0-8 2-&0 -3-8 4-4-0 6-0.8 6-0.8 6-7-0 2-0-0 , n d 2x4 II 2x4 II M 2x4 = 22 d 1/�� 2x4 II 6.o0 12 5x5 = 5x5 = 8 2x4 II 6 3X6 - 5 3X4 - 4 3 d 26 3x6 = 4x6 = 6x6 = 9 1 22 1 21 25 24 3x4 = 20 19 18 2X4 II 7x8 = 4xl0 = 6x8 = 2x4 II Scale = 1:83.8 3X4 10 3X6 11 3x4 12 d 2x4 11 2X4 II 132x4 14 d �t 39 17 16 15 d . 4x6 = 2x4 II 3x6 3X4 = 18-0-0 65-0 11-0-0 1 11- 15.8-8 7b0 214-0 274-8 33-5-0 40-0-0 65-0 45-12 -11 3-9-8138 3-4-0 6-043 6-0-8 6-7-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.33 20 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.60 20 >802 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.89 Horz(CT) 0.25 13 n/a n/a BCDL 10.0 Code FBC2017rTP12014 Matrix -AS PLATES GRIP MT20 2441190 Weight: 278 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5-25,8-19: 2x4 SP No.3 10-0-0 oc bracing: 23-25, 19-21 WEBS 2x4 SP No.3 *Except' WEBS 1 Row at midpt 9-18, 10-18 23-26: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1973/0-8-0, 13=1961/0-8-0 Max Horz 2=425(LC 6) Max Uplift 2=-716(LC 8), 13=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3504/1083, 3-5=-3962/1236, 5-6=-3926/1319, 6-7=-3309/1130, 7-8=-3143/1104, 8-9=-3130/1180, 9-10=-2280/901, 10-12=-2889/1006, 12-13=-3480/1094 BOT CHORD 2-26=-767/3242, 22-23=-621/3180, 21-22=-700/3393, 17-18=-538/2501, 15-17=-776/3033, 13-15=-776/3033 WEBS 3-26=-838/263, 23-26=764/3258, 3-23=-0/451, 6-23=-372/1205, 6-22=-172/657, 7-22=-466/170, 7-21=-1277/434, 9-18=-261/231, 10-17=-94/514, 12-15=0/253, 12-17=685/271, 10-118=960/381, 18-21=271/2022, 9-21=-643/2355 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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) 2=716, 13=720. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 properly incorporate this design into the overall r building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek� Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt 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 J34754 GHO Lot 50 Spec. Residence T12946560 J34754 A18 ROOF SPECIAL 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:53 2018 Page 1 ID:?Hkp1 Oz9iOewXZ_89ySR3pywr3A-1 TBMS8ojeYyRzLjfC?7SJKBFtTPDKierWbnogrzw7le 13-11-8 -2-0-0 541-0 11-3-8 11110 17-0-0 20-11-8 2 27-7-0 33-5-8 40-0-0 42-0-0 2 5-11-0 5-4-8 017- 240-8 3-0-8 3-11-8 0.8-1 5-11-0 511-0 c 2x4 0 7x6 = 5x5 = 7 8 zxq II Ox8 — 3xb 3x6 = 4x8 = OR 2x4 11 3x8 = 3x4 = 3x4 = 13.11.8 12-0-0 -11r01�I 17-0.0 1g-0.q 220.1.8 _ 30.7-0 r 4-0-01-3-8 151-0 1 111-0 017-78-10-8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 TCDL 15.0 Lumber DOL 1.25 BC 0.85 BCLL 0.0 Rep Stress Incr YES WB 0.90 BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 6-18: 2x4 SP No.3, 12-15: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 22-25: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1968/0-8-0, 12=1959/0-8-0 Max Horz 2=418(LC 7) Max Uplift 2=-718(LC 8), 12=-720(LC 8) Max Grav 2=1968(LC 1), 12=1964(LC 14) Scale = 1:81.6 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.35 19 >999 240 MT20 244/190 Vert(CT) -0.69 14-16 >691 180 Horz(CT) 0.26 12 n/a n/a Weight: 274 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 6-0-0 oc bracing: 18-20 WEBS 1 Row at midpt 5-20, 7-17, 9-16 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3535/1095, 3-4=-3925/1226, 4-5=-3766/1248, 5-6=-3179/1094, 6-7=-3175/1201, 7-8=-1981/864,8-9=-2304/903,9-11=-3152/1084,11-12=-3454/1111 BOT CHORD 2-25=-788/3289, 21-22=-753/3584, 20-21=-867/3898, 6-20=-335/202, 16-17=-288/2023, 14-16=553/2501, 12-14=-794/3017 WEBS 3-25=-727/249, 4-21=-214/754, 5-21=-605/221, 5-20=-1460/493, 17-20=-286/2150, 7-20=-685/2460, 7-17=-917/71, 8-16=-164/639, 9-16=-916/384, 9-14=-142/676, 11-14=-465/260, 4-22=-206/879, 22-25=-801/3345, 3-22=0/352 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=15ft; B=74ft; L=40ft; eave=5ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)..except Qt=lb) 2=718, 12=720. 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 MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Jo Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946561 J34754 A19 ROOF SPECIAL 1 1 Job Reference o tional East Goast Truss, Ft. Fierce, FL 34946 ti.,3u s pep ,o zui / ml I eK Inausmes, Inc. rn .lan iz iu:uo:ov zutd rage -I ID:?Hkp1 Oz9iOewXZ_89yS R3pywr3A-VfikgUpKPs5HaM sliehsXkRhtkB38Q_kF WMNHzw71d 11-11-8 -2-0-0 411-0 9-3-8 11-11-0 14-3-4 /17-0-0 18-11-8 23-8-B 28-i t-8 342-8 40-0-0 42-0-0 2b0 411-0 448 2-7-8 0- 8 2-8-12 1-11-8 3x6 = 4x6 = 2x4 11 '�Q 2x II 2x4 II 5x5 = 5x8 = 7 g N 4x10 = 4x6 = 3x4 = 11-11-0 14-3-4 411-0 9-3-8 0.11-0 1 17-0-0 18-11-8 23-8-8 31a-0 40-0-0 4-11-0 4-0-8 1-7-0 1-11-4 2-8-12 1-11-B 49-0 7-10A 8-5-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.34 19-20 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.64 18 >749 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.26 12 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except" 19-24: 2x4 SP 285OF 1.8E WEBS 2x4 SP No.3 "Except` 24-26: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=198310-8-0, 12=1969/0-8-0 Max Horz 2=377(LC 7) Max Uplift 2=-713(LC 8), 12=717(LC 8) Scale = 1:82.2 2x4 11 2x4 II ,22x4 = 13 3x6 = PLATES GRIP MT20 244/190 Weight:264 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-16, 6-19 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3594/1084, 3-4=-4335/1299, 4-5=-3977/1246, 5-6=-4197/1332, 6-7=-3081/1048, 7-8=-2683/980,8-9=-2508/936,9-11=-3246/1087,11-12=-3509/1108 BOT CHORD 2-26=792/3307, 21-24=-1088/4605, 20-21=-1088/4605, 19-20=-836/3824, 14-16=-598/2631, 12-14=-800/3072 WEBS 4-24=-432/1635, 7-19=-298/1022, 9-16=-798/340, 9-14=115/570, 11-14=404/222, 3-26=-848/268, 16-19=376/2218, 8-19=167/1022, 6-20=-326/1242, 6-19=-1553/524, 5-20=-1379/445, 5-24=-972/307, 24-26=-808/3362, 3-24=-78/680 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.16; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 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 at=lb) 2=713, 12=717. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MTek® 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 verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing. indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the p q 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 J06 Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946562 J34754 A20 ROOF SPECIAL 1 1 Job Reference o tional -East Coast Truss, Ft. Pierce, FL 34946 0. IOU 5 OUP ry cv i r rvu i UK uwusums, nrc. - adu rc iu.uo.00 cu io ray' ID?Hkp10z9iOewXZ_89ySR3pywr3A-zrG6tggy9AD8Cft2JQ9wPIHYHH5Boc68zuGvvjzw7lc -2-0.0 4-58 8-48 11.0.81 -11 014-6-8 17-0-0 1 0- 247-8 32-0-8 40.0-0 42-0-0 2-0.0 4-5-8 3-11-0 2-8-0 0-10. 2-7-8 2-5.8 -0-8 6.7-0 7-SO 7-11-8 2.0-0 Scale = 1:82.2 5x5 = 5x8 = 7 8 3x4 3x4 SXS = 6 3x6 Sx8 = 6.00 12 4 5 9 10 2x4 2x4 11 3 LOP 2x4 11 2x4 II 6x8 = 2x4 II 2x4 = 2 20 19 -0 18 11 2x4 = n 1 o 23 22 21 2x4 I 3x4 = 16 15 14 13 12 0 4x10 = 2Q 11 5x10 M18SHS �1 7x8 = 4x6 2x4 11 d 3x6 = 3x6 = 0 8 12-4-0 8-0.8 11-0-8 1 -11 0 14-6-8 17-0-0247-8 32-0-8 40-0-0 &4-0 2-8-0 0-1 2-2-8 2S8 -0-8 17-0 75-0 7-11-8 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 FBC2017rTP12014 CSI. TIC 0.73 BC 0.88 WB 0.90 Matrix -AS DEFL. in Vert(LL) 0.38 Vert(CT) -0.68 Horz(CT) 0.28 (loc) I/defl L/d 21 >999 240 21 >701 180 11 n/a n/a O PLATES GRIP MT20 244/190 M18SHS 244/190 Weight: 252 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directiy'applied. BOT CHORD 2x4 SP No.2 `Except' BOT CHORD Rigid ceiling directly applied. 18-20: 2x4 SP No.1 WEBS 1 Row at midpt 10-15 WEBS 2x4 SP No.3 *Except* 20-23,4-20: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1971/0-8-0, 11=1960/0-8-0 Max Horz r2=-358(LC 6) Max Uplift 2=717(LC 8), 11=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3557/1120, 3-4=-3258/1050, 4-5=-5055/1574, 5-6=-4091/1317, 6-7=3218/1113, 7-8=-2827/1029, 8-10=-2644/948, 10-11=-3416/1088 BOT CHORD 2-23=-826/3238, 19-20=-1288/5129, 18-19=-816/3637, 13-15=-752/2964, 11-13=-752/2964 WEBS 3-23=-368/176,4-23=-1364/356, 5-20=-721/271, 7-18=-320/1064,8-15=63/252, 10-1 5=-926/38 1,. 10-1 3=0/317, 15-18=-421/2256, 8-18=-160/930, 20-23=-744/3254, 4-20=910/3377, 6-1 8=-1 381/471, 6-19=-330/1196, 5-19=1943/612 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=717, 11=720. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. AWARNING . 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 NIiTek® 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 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 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 Jobs-1 Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946563 J34754 A21 ROOF SPECIAL 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 a.13u s Sep I 2U1 7 mi I etc inaustnes, Inc. t-n aan 12 1u:0a:bb zuits rage 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-S2gU5ArawTL?gpSEt7g9xyppThXkX4LHCY?TRAzw7lb 17-1-0 -2 0 fill-e 9-0.8 10.11-0 14-6-0 16-0-8 21-10-4 26-7-8 33-0-8 4 -2-0 42-0.0 2-0-0 6-0-8 2-8-0 1-10-8 3-7-0 1-6-8 -0-B 4-9-4 4-9-0 6-5-0 6-11-8 2-0-0 Scale = 1:81.2 2x4 II 6x6 =2x4 I I 44 = 5x8 = 6 7 8 9 10 4x8 i 6x8 = 5x6 = 6.00 12 3 4 3x6 11 3x4 I- L\ 12 2x4 II 2x4 II 2x4 I I 27 2x4 11 2x4 = 2 x6 II 3 21 13 2x4 = t 1 N 22 6x8 = d 26 25 24 4x8 16 = 20 19 18 17 15 0 4x6 — 4x6 = 3x4 II 2x4 I I 4xl0 = 4x4 = 4x8 = 2X4 I, 46 = 12x14 M18SHS = 11-11-0 17-1-0 648 9-OA 10-11-014-6-0 16-0-8 1 1 21-10-0 26-7-8 33-0-8 40-0-0 6-0-8 2-8-0 1-10-8 -0. 2.7-0 1.6-8 -0-6 3-9-0 4.9-0 "o 6-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.38 24 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.69 24 >700 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.20 13 n/a n/a BCDL 10.0 Code FBC2017(rP12014 Matrix -AS Weight: 319 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP 2850F 1.8E *Except* TOP CHORD Structural wood sheathing directly applied. 7-10: 2x6 SP DSS BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x6 SP DSS *Except* 10-0-0 oc bracing: 23-25, 19-21 8-19: 2x4 SP No.3 WEBS 1 Row at midpt 9-18 WEBS 2x4 SP No.3 `Except` 23-26,3-23,18-21: 2x6 SP DSS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1975/0-8-0, 13=1962/0-8-0 Max Harz 2=-317(LC 6) Max Uplift 2=-716(LC 8), 13=-720(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3597/1102, 3-4=-6974/2095, 4-5=-5554/1684, 5-6=4250/1343, 6-7=-4168/1403, 7-8=-3420/1169,8-9=-3413/1166,9-10=-2760/1035,10-12=-2842/991,12-13=-3539/1112 BOT CHORD 2-26=-781/3191, 25-26=279/959, 5-23=-326/1253, 22-23=-1332/5278, 21-22=-693/3317, 17-18=-505/2458, 15-17=-787/3090, 13-15=-787/3090 WEBS 3-26=-569/190,23-26=-517/2346,3-27=-1161/4193,23-27=-114814157,10-17=-117/492, 12-15=0/313, 9-18=-1322/355, 10-18=-150/640, 18-21=597/2795, 9-21=-234/1204, 12-17=-821/322, 5-22=-1892/608, 7-21=-89/406, 7-22=-498/1541, 4-23=-2917/881 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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=716, 13=720. 9) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 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, Alexandria, VA 22314. Tampa, FL 36610 job Truss Truss Type City Ply J34754 GHO Lot 50 Spec. Residence T12946564 J34754 A22 ROOF SPECIAL 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:08:56 2018 Page 1 I D:?Hkp 1 Oz9i OewXZ-89yS R3pywr3A-OQyF WssgS 5bj36cd-YidONvC R UFY?zC afsUZ W2zw71Z -2-0-0 4- IL-11 6-8-8 10-11-0 13.8.8 17-0-0 22-11-12 28-11-8 34-2-8 40.0.0 42-0-0 2-0.0 4-0.8 2-8-0 42.8 2-9-8 3-3-8 5-11-12 5-11-12 530 5-9-8 2-0-0 2x4 = 5x5 = 2x4 11 3x8 = 3x6 = 5x5 = 6 7 8 9 36 37 10 3x6 = 4x12 = 2x4 II 6x10 = Scale = 1:80.9 THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN BELOW. 3x4 11 d 2x4 I I u5 2x4 II 0 122X4 = 13 d 16 15 14 d 4x4 = 5x8 = 2x4 II 3x6 = 13-8-8 4-0 8 6-M 10-11-o 1 -11- 17-0-0 -0- 22-11-12 28-11-8 342-8 40-0-0 4-0-e 2-8-0 4-2. -0.0 1.9-8 3-3-8 -0.0 411-12 511-12 530 5-943 Plate Offsets (X Y)- 13'0-2-8 0-2-41 16.0-2-8 0-2-41 110.0-2-8 0-2-41 115.0-2-4 0-3-01 119:0-2-4 0-2-01 120:0-2-4.Edge1 123:0-3-0.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) 0.23 19-20 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.32 Vert(CT) -0.43 19-20 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.14 12 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 490 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6,6-9,9-10: 2x4 SP 2850F 1.8E BOT CHORD Rigid ceiling directly applied. Except: BOT CHORD 2x4 SP 2850F 1.8E *Except* 1G-0-0 oc bracing: 20-22, 17-19 5-22,7-17: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=197410-8-0, 12=1961/0-8-0 Max Horz 2=-269(LC 6) Max Uplift 2=-716(LC 8), 12=-720(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP'CHORD 2-3=-3544/1090, 3-4=-4744/1484, 4-5=5801/1740, 5-6=-5849/1847, 6-7=4293/1399, 7-8=-4258/1393,8-10=-2618/969,10-11=-3021/1031,11-12=-3514/1098 BOT CHORD 2-23=-803/3128, 5-20=-339/188, 19-20=-898/3862, 7-19=-305/156, 15-16=-773/3220, 14-15=-793/3071,12-14=-793/3071 WEBS 3-23=-631/2113, 4-23=-2813/876, 20-23=1329/4950, 4-20=0/323, 16-19=-756/3228, 8-19=-318/1387, B-16=-768/243, 8-15=-919/253, 10-15=-259/937, 11-15=596/233, 6-19=-166/730, 6-20=-704/2364 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. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CA6E(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=716, 12=720. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.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 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Sob Truss Truss Type Qty Ply 134154 GHO Lot 50 Spec. Residence T12946565 J34754 A23G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 2-" ' 2-4-8 ' 2-8-0 ' 3-6-0 3-" 5x8 = t1.13U s aep to zu I t MI I eK Inuustnes, Inc. rn Jan iz iu:Vy:uv 4u to rage i I D:?Hkp 1 Oz9iOewXZ_89ySR3pywr3A-Kp3?wYu5_irRJQI?6zl56o—MelrJTyht7Azgaxzw71) 5-4-0 6-4-0 5-4-0 2x4 11 5x5 = 3x4 = 3x6 = 5x8 = 10 5-0-12 5-7-4 ' 2-M 3X6 = "3x4 � JXb — 3x6 — 3x4 = 5x5 = 3x4 = 3x8 = 5x5 = 2-0-8 5-0-8 8-6-8 12-0-8 14-8-0 17-0-8 22-8-8 i 28-0-8 32-8-8 _ _� 35-7-13 40-0-0 2-0 8 2-8-0 3-6-0 3.6-0 2-7-8 2-8-8 5-4-0 5-0-0 4-8-0 2-11-5 4-0-3 Plate Offsets (X Y)— 13:0-2-8 0-2-41 15:0-6-0 0-2-81 19:0-5-4 0-2-81.rl5:0-2-8.0-3-01 119:0-2-0 0-3-01 LOADING (psf) SPACING- 21.120 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 15 TC 0.95 Vert(LL) -0.16 19-20 >918 240 TCDL 15.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.32 19-20 >450 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.02 12 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER- BRACING - Scale = 1:82.5 PLATES GRIP MT20 244/190 Weight: 231 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-4 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at micipt 4-19 OTHERS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 19=6-0-0, 18=6-0-0. (lb) - Max Horz 2=-261(LC 6) Max Uplift All uplift 100 lb or less at joint(s) except 2=-330(LC 8), 19=289(LC 8), 18=-620(LC 32), 12=-432(LC 32) Max Grav All reactions 250 lb or less at joint(s) except 2=511(LC 36), 19=1019(LC 36). 18=1677(LC 21), 12=1022(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-632/185, 3-4=-560/168, 4-5=-223/899, 5-6=153/822, 6-7=-326/264, 7-9=-326/264, 9-10=-907/467,10-11=-1242/503,11-12=-1418/485 BOT CHORD 2-20=-135/652, 19-20=-128/400, 18-19=-640/415, 16-18=-857/490, 15-16=-67/772, 14-15=-32/717,12-14=-249/1186 WEBS 4-19=998/516, 5-19=-676/245, 5-18=-425/254,6-18=-1329/492,6-16=-467/1438, 7-16=-399/206,9-16=-673/215,10-15=-152/314,10-14=-178/579,11-14=-422/231, 4-20=94/467 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a jive 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 330 lb uplift at joint 2, 289 lb uplift at joint 19, 620 lb uplift at joint 18 and 432 lb uplift at joint 12. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 72 lb up at 2-4-8 on top chord, and 226 lb down and 191 lb up at 2-4-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard ® WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ��• building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M i iek� 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 ANSffTPl1 Duality 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 Jobz t Truss Truss Type City Ply J34754 GHO Lot 50 Spec, Residence T12946565 J34754 A23G ROOF SPECIAL GIRDER 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-70, 3-4=-70, 4-5=-70, 5-9=-70, 9-1 0=-70, 10-13=-70,27-30=-20 Concentrated Loads (lb) Vert: 3=-2(B) 20=65(B) 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:DU ZU18 Page 2 A ID:?HkplOz9iOewXZ_89ySR3pywr3Kp3?wYu5_irRJQI?6zl56o_MelrJTyht7Azgal¢w71X WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall p qr �• building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing f y� 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 ANSIITPI1l 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 AV I Truss Truss Type Oty Ply J34754 GHO Lot 50 Spec. Residence T12946566 J34754 B01 ROOF SPECIAL 1 1 Job Reference c tional East Coast Truss, Ft, Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:01 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-o?dN81ujl0zlwaKCfgGKeOWbViiAICL20LgjE6Nzw71 W 4-913 930 12-3-0 17-3-12 22-11-0 24-11-0 4-9-0 4-5-12 3-0-0 5-0-12 5-7-4 2-0-0 6.00 12 9-3-0 4x4 = Scale=1:43.8 c4 11 T d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.17 10-11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.37 10-11 >744 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 128 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1018/0-7-0, 6=1176/0-8-0 Max Horz 11=-353(LC 6) Max Uplift 11=-333(LC 8), 6=474(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1448/540, 3-4=1691/668, 4-5=1597/595, 5-6=1788/576 BOT CHORD 10-11 =-1 34/1022, 8-10=-11811081, 6-8=-329/1538 WEBS 2-11=1227/439, 2-10=154/634, 3-10=946/399, 4-10=288/806, 4-8=-172/571, 5-8=-413/223 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; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 333 lb uplift at joint 11 and 474 -lb uplift at joint 6. 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. 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 i 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 Jo Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946567 J34754 B02 COMMON 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:01 2018 Page 1 I D:?Hkp 10z9iOewXZ_89yS R3pywr3A-o?dN8tuj IOzlwaKCfgGKeO Wg6iD u CVQOLgjE6Nzw71 W 5-6-4 10-7-0 15-7-12 21-3-0 23-3-0 5-6-4 5-0-12 5-0-12 5-7-4 2-0-0 M 06 4x4 = Scale = 1:39.6 (4 II d 3x4 = "' 21-3-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.07 9-15 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.54 Vert(CT) -0.15 7-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.04 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=949/0-7-0, 5=1108/0-8-0 Max Horz 1=-248(LC 6) Max Uplift 1=-306(LC 8), 5=-455(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1638/561, 2-3=1462/579, 3-4=-1450/552, 4-5=-1640/532 BOT CHORD 1-9=-324/1509, 7-9=-85/961, 5-7=-290/1406 WEBS 3-7=-163/585, 4-7=-413/221, 3-9=-205/604, 2-9=-424/243 PLATES GRIP MT20 244/190 Weight: 102 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied. 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 306 lb uplift at joint 1 and 455 lb uplift at joint 5. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Veriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSf 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 J34754 GHO Lot 50 Spec. Residence T12946568 J34754 B03 COMMON 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:02 2018 Page 1 ID:?Hkp 10z9iOewXZ_89ySR3pywr3A-GCBILDvL WJ59YkvODOnZBD3sO6Z7xyoAaUSnfpzw71V -211 5-7-4 10-8-0 15-8-12 21-4-0 23-4-0 2-0-0 5-7-4 5-0-12 5 0-12 5-7-4 2-0-0 Scale = 1:43.8 4x4 = 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 FBC2017lrP12014 CSI. TC 0.31 BC 0.54 WB 0.20 Matrix -AS DEFL. in Vert(LL) 0.07 Vert(CT) -0.15 Horz(CT) 0.04 (loc) I/deft Lid 8-10 >999 240 8-22 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 109 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1105/0-8-0, 6=1105/0-8-0 Max Harz 2=261(LC 6) Max Uplift 2=448(LC 8), 6=-448(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1633/517, 3-4=1443/537, 4-5=-1443/537, 5-6=-1633/517 BOT CHORD 2-10=276/1485, 8-10=71/954, 6-8=276/1400 WEBS 4-8=-1661585, 5-8=413/219, 4-1 0=-1 66/585, 3-10=-413/219 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 448 lb uplift at joint 2 and 448 lb uplift at joint 6. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid for use only with Mirek® 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 andfor chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI11 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 J34754 GHO Lot 50 Spec. Residence T12946569 J34754 B04GE COMMON SUPPORTED GAB 1 1 Job Reference o tional • East Coast Truss, Ft. Pierce, FL 34948 -2-0-0 2.0, it.1au s oep lD LU-I / IVII, eK 1nUusuie5, inn. rn don IL to;uu;ua zu to rdue t I D:?Hkpl OzgIOeWXZ_89ySR3pywr3A-kOIBZZwzHdDOAuUan5lojRcObVOygR?JpBCKBGzw71U 10-8-0 214-0 23-4-0 10-8-0 10-8-0 2-0-0 4x4 = 7 1x4 II 1x4 II 1x4 II 1x4 II 1x4 II 3x4 = 1x4 II 1x4 II 1X4 II 1x4 II LOADING (pso SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) BCDL 10.0 Code FBC2017rrP12014 Matrix-S Wind(LL) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD OTHERS 2x4 SP No.3 'Except* 26-27,28-29: 2x4 SP No.2 in (loc) Udefl Ud -0.03 13 n/r 90 -0.06 13 n/r 120 0.01 12 n/a n/a 0.01 13 n/r 120 Scale = 1:44.1 c4 II �c? 1 d PLATES GRIP MT20 244/190 Weight: 121 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 21-4-0. (lb) - Max Horz 2=261(LC 6) Max Uplift All uplift 100 lb or less atjoint(s) 20, 21, 23, 17, 16, 14 except 2=-232(LC 8). 22=-116(LC 8), 15=-116(LC 8), 12=232(LC 8) Max Grav All reactions 250 lb or less at joint(s) 19, 20, 21, 22, 23, 17, 16, 15, 14 except 2=321(LC 1), 12=321(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.Opsf; h=15ft; B=74ft; L=40ft; 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 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) Plates checked for a plus or minus 0 degree rotation about its center. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20, 21, 23, 17, 16, 14 except (jt=lb) 2=232, 22=116. 15=116, 12=232. a AWARNING -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 � building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing t♦ iTek- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the A 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 Job Truss Truss Type Oty Ply J34754 GHO Lot 50 Spec. Residence T12946570 J34754 CO1G HALF HIP GIRDER 1 1 Job Reference (optional) - East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:04 2018 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-DaJ Wmvxb2xL1nl3nLpp 1 Ge89zvGOPmfS l oxujizw7T i -2-0-0 4-6-8 8-7-9 12-6-15 16-8-0 2-0-0 4-6-8 4-1-1 3-11-5 4-1-1 Scale: 3/8"=1' 08 = 3x4 = 3x6 = 3 18 4 19 5 20 21 22 6 4.6-8 8-7-9 12-6-15 16-8-0 4-"4-1-1 3-11-5 4-1-1 Plate Offsets (X Y)— 11:0-2-4 0-0-81 (3.0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.14 10-11 >999 240 TCDL 15.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.12 10-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.62 Horz(CT) -0.04 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* BOT CHORD 6-7: 2x6 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 7=1146/0-8-0, 2=1202/0.8-0 Max Harz 2=186(LC 7) Max Uplift 7=1007(LC 5). 2=1038(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1893/1616, 3-4=-2009/1793, 4-5=-2009/1793, 5-6=-1459/1314, 6-7=-1062/887 BOT CHORD 2-11=1519/1631, 10-11=-1542/1648, 8-1 0=1 314/1459 WEBS 3-11=368/343, 3-10=-375/458, 4-10=-407/259, 5-10=-576/639, 5-8=-715/537, 6-8=-1440/1640 PLATES GRIP MT20 244/190 Weight: 90 lb FT = 0% Structural wood sheathing directly applied or 3-8-15 oc purlins, except end verticals. Rigid ceiling directly applied or 4-8-2 oc bracing. 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=15ft; B=74ft; L=40ft; eave=5ft; 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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 7=1007, 2=1038. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 lb down and 126 lb up at 4-6-8, 126 lb down and 116 lb up at 6-7-4, 126 lb down and 116 lb up at 8-7-4, 126 lb down and 116 lb up at 10-7-4, 126 lb down and 116 lb up at 12-7-4, and 126 lb down and 116 lb up at 14-7-4, and 118 lb down and 108 lb up at 15-11-4 on top chord, and 221 lb down and 233 lb up at 4-6-8, 38 Ib down and 43 lb up at 6-7-4, 38 lb down and 43 lb up at 8-7-4, 38 lb down and 43 lb up at 10-7-4. 38 lb down and 43 lb up at 12-7-4, and 38 lb dawn and 43 lb up at 14-7-4, and 48 lb down and 53 lb up at 15-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Evat building design. Bracing indicated is to prevent buckling of individual truss 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 ANSITPII 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 Ab Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946570 J34754 C01G HALF HIP GIRDER 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:04 2016 Page 2 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-DaJ Wmvxb2xLtn 13nLpp1 Ge89zvGOPmfS 1 oxujizw71T LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-70, 3-6=-70, 7-15=-20 Concentrated Loads (Ib) Vert: 3=52(13) 11=-180(B) 4=-52(B) 10=26(B) 5=-52(B) 8=-26(B) 18=-52(B) 19=52(B) 21=52(B) 22=-69(B) 23=-26(B) 24=26(B) 25=26(13) 26=-31(B) ® 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 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 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 Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946571 1J:4754 CO2 HALF HIP 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.130 s Sep 15 2017 MTek Industries, Inc. Fri Jan 12 10:09:05 201 B Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-hntu_FyDpETkPBezuWKGoshFKJWgBDHcGShRG8zw7lS 2-0-0 r 6.6-6 5-0-12 5-0-12 Scale = 1:32.3 4x4 = 2x4 II 3x4 = 3 4 15 5 6-6-8 11-7-4 16-8-0 6-6-8 5-0-12 5-0-12 Plate Offsets (X Y)— 11.0-2-4 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 0.82 Vert(LL) 0.45 6-8 >436 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.45 6-8 >442 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 84 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.2 *Except* 10-11: 2x4 SP No.3 REACTIONS. (lb/size) 6=734/0-8-0, 2=897/0-8-0 Max Horz 2=254(LC 7) Max Uplift 6=565(LC 5), 2=703(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=1151/851, 3-4=-949/826 BOT CHORD 2-8=814/946, 6-8=-601/771 WEBS 4-6=-870/594, 4-8=-267/302 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=O.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) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=565,2=703. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with 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 q�• buildingdesign. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iV1iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII quality criteria, DSB-89 and BCSI Building Component 6904 Parke 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 J34754 GHO Lot 50 Spec. Residence T12946572 J34754 CO3 HALF HIP 1 1 Job Reference o tional East Coast Truss, FL Pierce, FL 34946 a.13u s Oct 26 2017 MI I ek Industries, Inc. Fri Jan i2 1314:05 Cute rage 1 I D:7Hkp10z9iOewXZ_89ySR3pywr3A-P1j9Wjg7ZgWrmJ_Er2Up7yJyWcLRPLsYuJTIVRzw5wG 7S0 15.0.0 7.6.0 7-6-0 4x8 M18SHS = 3x6 = 7 6 3x4 11 3x4 = 3x4 = Scale = 1:28.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12 7-10 >757 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.19 7-10 >482 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 1 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 68 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-8-0 except (jt=length) 4=0-8-0, 6=0-3-8. (lb) - Max Horz 1=256(LC 7) Max Uplift All uplift 100 lb or less at joint(s) except 1=-105(LC 8), 4=-225(LC 5), 7=-220(LC 8), 6=177(LC 6) Max Grav All reactions 250lb or less atjoint(s) 6 except 1=334(LC 13), 4=316(LC 1), 7=766(LC 13), 1=331(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-255/137 WEBS 2-7=-519/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpj=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) Plates checked for a plus or minus 0 degree rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 105 lb uplift at joint 1, 225 lb uplift at joint 4, 220 lb uplift at joint 7, 177 lb uplift at joint 6 and 105 lb uplift at joint 1. 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. LOAD CASE(S) Standard ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 Jtb-=- _, Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946573 J34754 MV2 VALLEY 1 1 Job Reference o (tonal . East Coast Truss, Ft. Pierce, FL 34946 2x4 8.130 s Sep 15 2017 MiTek Industries, Inc. Fri Jan 12 10:09:07 2018 Page 1 I D:7Hkp 1 OzgiOewXZ_89ySR3pywr3A-d97eOxzULsjReVoMOxNkuHmmo7OCcG9vkmAYK1 zw7IQ 2-0-0 2-0-0 Scale = 1:7.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 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 FBC2017rrP12014 Matrix-P Weight: 5 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) 1=6212-0-0. 2=48/2-0-0, 3=14/2-0-0 Max Horz 1=37(LC 8) Max Uplift 1=-11(LC 8), 2=34(LC 8) Max Grav 1=64(LC 13), 2=56(LC 13), 3=28(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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 11 lb uplift at joint 1 and 34 lb uplift at joint 2. ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Not 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 J b - _ _1 Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946574 J34754 MV4 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34945 2x4 i t1.13U s Sep 1a zul t mi I eK Inausines, mc. hn Jan 1z 1u:uv:uts zultl rage f ID:?Hkp10z9iOewXZ_89ySR3pywr3A-5LY1cH 669rlGfNYaeuzQUJsxWhkLjP2yQv5sTzw71P 4-0-0 4-0-0 2x4 II 2 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.21 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=146/4-0-0, 3=146/4-0-0 Max Horz 1=109(LC 5) Max Uplift 1=-44(LC 8), 3=52(LC 5) Max Grav 1=146(LC 1), 3=167(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:12.8 PLATES GRIP MT20 244/190 Weight: 14 lb FT = 0% Structural wood sheathing directly applied or 4-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 44 lb uplift at joint 1 and 52 lb uplift at joint 3. ®WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 IIIIIIIII J u . Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946575 J34754 MV6 VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 U.13V s bep lb zul 1 MI I etc Inaus[neS, Inc. Yr1 Jan lz iu:uv:uu zuiu rage i ID:?Hkp10z9iOewXZ_89ySR3pywr3A-5LY1 cH_669rI GfNYaeuzQUJu4 Wj5Ljg2yQv5sTzw7lP 6-0-0 6-0-0 3 5 4 2x4 i 1x4 II 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 4 n/a rile BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=74/6-0-0, 4=101/6-0-0, 5=296/6-0-0 Max Horz 1=177(LC 5) Max Uplift 1=-2(LC 9), 4=-47(LC 5), 5=-141(LC 8) Max Grav 1=94(LC 14), 4=120(LC 13), 5=332(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-266/161 Scale = 1:18.0 PLATES GRIP MT20 2441190 Weight: 23 lb FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=3.Opsf; h=15ft; B=74ft; L=40ft; eave=5ft; 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) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2 lb uplift at joint 1, 47 lb uplift at joint 4 and 141 lb uplift at joint 5. ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,7II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p �V 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 Aire k• 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 J�—fie Truss Truss Type Qty Ply J34754 GHO Lot 50 Spec. Residence T12946576 J34754 MV24 VALLEY TRUSS 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 i 8.13U s Sep 15 2011 Mi I ex Industries, Inc. I-n Jan 12 1U:U9:011U18 Page 1 ID:?Hkp10z9iOewXZ_89ySR3pywr3A-d9?eOxzULsjReVoMOxNkuHmIW701cG9vkmAYKlzw7IQ 2-4-1 2-4-1 Scale = 1:8.6 2x4 11 2 3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-P Weight: 7 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=71/2-4-1, 3=71/2-4-1 Max Horz 1=53(LC 5) Max Uplift 1=-21(LC 8), 3=25(LC 8) Max Grav 1=71(LC 1), 3=81(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-4-1 oc purlins, except end verticals. 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=15ft; B=74ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 25 lb uplift at joint 3, o ® 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 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 prop edy 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 propeny 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 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. U-11fi For 4 x 2 orientation, locate plates 0- 'AA' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: \ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, 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 mm No[ a MiTek a MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIrrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural 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 alter truss.member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.