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HomeMy WebLinkAboutTRUSS PAPERWORKE, Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RE: J36039 - Gambina CT CmiiCkids"11DAV Site Information: Tampa, FL 33610-4115 Customer Info: Telese Builders Project Name: 'Gambina Model: Guest House Lot/Block: Subdivision: PGA Village �4 Address:) TBD CIAIj® City: Poi St Lucie State: Florida at BY Y Name Address and License # of Structural Engineer of Record, If there is one, for the building. oun Name:. License #: Address: City: _ State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 '8.2 Wind Code: ASCE 7-10 [A11-HeighIl Wind Speed: 160 mph Roof Load: 65.0 psf Floor Load: N/A psf This package includes 46 individual, dated Truss Design Drawings and 0 Additional Drawings. . With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Sea' l# Truss Name Date No. Seal# I Truss Name I Date 1 1 T14170480 1 AO 5/30/18 118 1 T14170497 D01 5/30/18 12 1 T14170481 1 A02 15/30/18 119 1 T1 4170498 1 D02G 15/30/18 . 13 1 T1 4170482 1 A03 15/30/18 120 I T14170499 1 MG7 15/30/18 14. 1 T14170483 I A04 15/30/18 121 1 T141705001 MV2 15/30/18 15 1 T14170484 1 A05 15/30/18 122 1 T14170501 1 MV4 15/30/18 16 1 T14170485 1 A06 15/30/18 128 1 T14170502 1 MV6 5/30/18 7 I T14170486 1 A07G 15/30/18 124 1 T14170503 1 V4 5/30/18 18 1 T14170487 1 A08 15/30/18 125 1 T14170504 1 V8 15/30/18 1 19 1 T14170488 1 A09 15/30/18 126. 1 T14170505 1 V12S 15/30/18 110 I T14170489 J A10 15/30/18 127 1 T14170506 1 ZCJ 1 15/30/18 11 I T14170490 J Ai i 15/30/18 128 1 T14170507 1 ZCJ3 15/30/18 112 1 T14170491 1 Al2G 15/30/18 129 1 T14170508 1 ZCJ3A 15/30/18 13 1 T14170492 1 B01 G 15/30/18 130 1 T14170509 1 ZCJ5 15/30/18 1 14 1 T14110493 1 B02G 15/30/18 131 1 T14170510 1 ZCJ5A 15/30/18 115 1 T14170494 1 C01 G .15/30/18, 132 1 T14170511 1 ZCJ5T 15/30/18 116 1 T14170495 1 CO2 15/30/18 133 1 T14170512 1 ZEJ3 15/30/18 17 1 T14170496 1 CO3 5/30/18 134 1 T14170513 1 ZEJ5 5/30/18 The truss diawing(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: Alb ani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports; dimensions, shapes and. design codes), which were given to MiTeli. 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 I MiTek has not independently verified the applicability of the design parameters orlthe designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. •ENS; . ' 9ti ♦♦ 39380 r 0. STATE OF .:�4/ 46RI�. y;, JP N AX� Thomas A. Mani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke.East Blvd. Tampa FL 33610 Date: May 30,2018 Albani, Thomas 1 of 2 RE: 436039 - Gambina Site Information: Customer Info: Telese Builders Address: TBD City: Port St Lucie Project Name: Gambina Model: Guest House Subdivision: PGA Village No. Seal# Truss Name Date 35 1 T14170514 1 ZEJ6 5/30/18 136 1 T14170515 1 ZEJ7 1 5/30/18 1 137 ( T14170516 1 ZERA 1 5/30/18 138 1 T14170517 1 ZEJ7B 1 5/30/18 139 j T14170518 1 ZERC 1 5/30/18 140 1 T14170519 1 ZERT 1 5/30/18 1 141 1 T14170520 1 ZEJ57 1 5/30/18 142 1 T14170521 1 ZEJ76 1 5/30/18 1 143 1 T14170522 1 ZHJ5 1 5/30/18 144 1 T14170523 1 ZHJ7 1 5/30/18 145 1 T14170524 1 ZHJ7A 1 5/30/18 146 1 T14170525 1 ZHJ7T 1 5/30/18 0 State: Florida 2of2 Job Truss Truss Type Qty Ply Gambina T14170480 J36039 A01 HIP 1 1 I Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:38:51 2018 Page 1 ID:vRhCbhYoM5mQAsj ToEg7yzDECO-iJkl7VoaLB7eSQcm?uyF6j7zruGlfxxcMOSlblzBKto -10.8 14-3.0 19-0-0 1 26-7-14 33- -12 7-10.8 6-4-8 4-9-0 11- 6-8-6 6-11-14 4x4 = 6.00 12 4x6 = Scale = 1:67.2 19 18 17" 3x4 = 5x10 = 3x4 II 3x6 11 1-7-12 1312 7.10-8 1430 1 7.12 19-0-0 1 -11- 26-7.14 33-7-12 312 6 2-12 6� 8 0 2 4� 11-8 6 8 6 6 11-14 010 Plate Offsets (X Y)— 17:0-3-8 0-2-41 115:0-5-12 0-4-01.118:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.18 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.34 14-15 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.87 HOrz(CT) 0.12 11 _ n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except` BOT CHORD Rigid ceiling directly applied. Except: 5-17: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except` WEBS 1 Row at midpt 5-14 9-11: 2x6 SP No.2 with 2x4 SP No.3 with 2 -1 Od (0.131 "x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 11=1889/0-8-0, 19=1936/0-8-0 Max Horz 19=-346(LC 6) Max Uplift 11=511(LC 8), 19=511(LC 8) Max Grav 11=1931(LC 14), 19=2025(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-295/6, 2-3=-2783/630, 3-5=-3360/796, 5-6=-2184/650, 6-7=1897/629, f7-8=-2251/631, 8-9=-2720/651, 9-11 =-1 8131546 BOT CHORD il-19=-161328, 18-19=-222/588, 5-15=-129/1095, 14-15=469/3102, 13-14=-188/2012, .12-13=-399/2331, 11-12=-82/519 WEBS 3-18=-978/314, 15-18=507/2656, 3-15=0/543, 5-14=1564/404, 6-14=-252/854, 7-13=-721611, 8-13=720/249, 2-18=402/2050, 2-19=1843/590, 9-12=-320/1899 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 j10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; U=34ft; eave=4ft; Cat. 11; Exp C; End! GCpi=0.18; MWFRS (directional); cantilever left and right exposed Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked, for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 511 lb uplift at joint 11 and 511 Ib uplift at joint 19. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 t MiTek USA, Inc. FL'Cert 8834 6904 Parke East Blvd. Tampa FL 33810 Date: May 30,2018 1 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. • Design valid for, use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design) Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 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 Gambina ' T14170481 J36039 AC2 Hip 1 1 Job Reference (optional) East Coast Truss,l Ft. Pierce, FL 34946 8.220 s May 24 2018 Mi fek Industries, Inc. Wed May 30 10:38:52 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-AVI7LrpD6VFV4aByYcTUfxg8ulcCOOsmb2B17TzBKtn 7-10-6 14-3-0 19.0.0 1- 26.7$ 33.7-12. 7-10.1, 64.8 4-9-0 11- 6-7-14 7-0-6 4x4 = = 6.00 12 _ 5x5 18 17 16,E — 3x4 = 5x10 = 3x4 II 3x6 11 1-7-12 1-112 7-10-8 14-3-0 14 7 12 19-0.0 1 -11- 26-71 33-7-12 1-3-12 6.2-12 64-8 2 4-44 11-8 a-7-14 7-0-6 Scale = 1:66.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.58 Vert(LL) -0.18 13-14 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.67 Vert(CT) -0.34 13-14 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.89 Horz(CT) 0.12 10 n/a n/a BCDL 10.0 1 Code FBC2017/TPI2014 Matrix -AS Weight: 211 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 'Except" BOT CHORD Rigid ceiling directly applied. Except: 5-16: 2x4 SP No.3 10-0-0 oc bracing: 14-16 WEBS 2x4 SP No.3 'Except' WEBS 1 Row at midpt 5-13 9-'10: 2x6 SP No.2 with 2x4 SP No.3 with 2 - 10d (0.131 "x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 10=1747/0-8-0, 18=1940/0-8-0 Max Horz 18=323(LC 6) Max Uplift 10=410(LC 8), 18=509(LC 8) Max Grav 10=1802(LC 14), 18=2028(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=296/4, 2-3=-2789/625, 3-5=3361/822, 5-6=-2187/662, 6-7=-1899/641, 7-8=2254/645, 8-9=-2735/668, 9-1 0=-1 681/445 BOT CHORD 1-18=-14/330, 17-18=-234/572, 5-14=-146/1092, 13-14=558/3086, 12-13=-265/1997, 11 -1 2=-483/2345, 10-11 =-1 46/520 WEBS 3-17=-974/335, 14-17=570/2644, 3-14=19/542, 5-13=-15621421, 6-13=-254/848, 7-12=-86/624, B-12=-742/259, 2-17=-401/2054,2-18=1846/588,9-11=-340/1915 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7 i10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl.l, GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 lb uplift at joint 10 and 509 lb uplift at joint 18' 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 8834 8904 Parke East_Blvd. Tampa FL 33610 Date: Mav 30.2018 i - WARNING - iVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid fall' 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 prop edyincorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job i Truss Truss Type Qty Ply Gambina T14170482 J36039 A03 Hip 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34945 tj.zzu s may z4 zultj mi I eK Inaustnes, inc. vvea may ou 1u:ao:aa zuto rage i ID:vRhCbhYoM5mQAsj joEg7yzDECO-eirWYBgrspNMikl96J?jC8CLniuL7rhvgixsgvzBKtm i 7-10.8 14-3.0 17-0.0 21-11-8 27E-12_ 34-11-8 i 7.10.8 e-4-8 2-1-0 411-8 5-7-4 7-4.12 5x5 = Scale = 1:61.7 4x6 = 5 25 6 18 17 16 3x4 = '- 3x6 II 5x10 = 3x4 I 1-7-12 34-11-8 1-112 740-8 - 14.3A 14�7-12 17-0.0 21-11-8 27-6-12 i 33-3-12 33U12 1�3-12 6-2-12 6-0-8 1 2-0 4 4-11-8 5-74 5-9-0 0-0-0 ' 04-0 1 14-12 Plate Offsets MY)— f5'0-2-8 0-2-41 I11'0-2-8 0-2-41 f14:0-2-4 0-3-01 f17'0-2-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.30 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.51 13-14 >739 180 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.11 10 n/a n/a BCDL 10.0 I Code FBC2017/TPI2014 Matrix -AS Weight: 209 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except` 4-16: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 18=1929/0-8-0, 10=1927/0-8-0 Max Horz 18=-301(LC 6) Max Uplift 18=-51O(LC 8), 10=-449(LC 8) Max Grav 18=2071(LC 13), 10=2008(LC 14) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 14-16 FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=296/9, 2-3=-2867/628, 3-4=-3353/776, 4-5=3349/895, 5-6=2094/634, 6-7=-2441/648, 7-8=-2714/644, 8-9=260/41 BOT CHORD 1-18=17/327, 17-18=-205/553, 4-14=-446/238, 13-14=315/2393, 11-13=431/2322, 10-11=-50/284, 9-10=-50/284 WEBS !3-17=-938/304, 14-17=-519/2731, 3-14=0/487, 5-14=-360/1608, 5-13=-376/126, 6-13=-82/688, 7-13=-419/193, 2-17=-405/2129, 2-18=-1885/587, 8-11=-386/2108, 8-1 0=-1 816/539 i 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=6.Opsf; h=18ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl.t GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between ,the bottom chord and any other members, with BCDL = 10.0psf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 510 lb uplift at joint 18 and 449 lb uplift at joint 10. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA, Inc.. FL Cart 6834 8904 Parke East Blvd. Tampa FL 33610 Date: Mav 30.2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for, use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.�■■■ building design; Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170483 J36039 A04 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:38:54 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-6uPulXgTd6VDKuKLgl WykMIWW6EWsir32MgPCLzBKg i 7-10-8 14-3-0 17-0.0 i 21-11.8 27-7-14 i 33.7-12 1 7-13.8 6-4-8 2-9-0 4.11-8 5.8-6 5-11-14 5x5 = 4x6 = 20 16 15 14 " 3x4 = 5x10 = 3x4 II 3x6 1-7-12 1-3-72 7-10.8 14-3-0 1 7- 2 17-0.0 21-11-8 27-7-14 33.7-12 .1-3-12 6.2-12 6A-8 -1 2-0-0 4-11.8 5-0-6 5-11-14 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.51 BC 0.94 WB 0.86 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4714: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-9: 2x6 SP No.2 REACTIONS. (Ib/size) 9=1747/0-8-0, 16=1940/0-8-0 Max Horz 16=-283(LC 6) Max Uplift 9=410(LC 8), 16=-509(LC 8) Max Grav 9=1853(LC 14), 16=2079(LC 13) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.31 11-12 >999 240 MT20 244/190 Vert(CT) -0.52 11-12 >736 180 Horc(CT) 0.11 9 n/a n/a Scale = 1:60.3 Weight: 206 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=297/8, 2-3=-2883/627, 34=3374/792, 4-5=3370/911, 5-6=-2126/645, '6-7=2475/659, 7-8=-2794/661, 8-9=1736/440 BOT CHORD 1-16=-17/328, 15-16=-221/541, 4-12=-445/238, 11-12=-369/2401, 10-11=494/2394, 9-1 0=-1 11/436 WEBS 3-15=-940/318, 12-15=-561/2732, 3-12=0/501, 5-12=-369/1606, 5-11=-368/129, 16-11=-85/700, 7-11=-466/203, 2-15=-405/2142, 2-16=1893/587, 8-10=-387/2024 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=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 410 Ito uplift at joint 9 and 509 lb uplift at joint 16. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid fori 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• I atways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 36610 Job , Truss Truss Type City Ply Gambino T14170484 J36039 � A05 Hip 1 1 Job Reference (optional) East Coast Truss! Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:38:55 2018 Page 1 1 D:vRhCbhYoM5mQAsj_ToEg7yzDECO-a4zGztr5OQe4x1 vXEk1 BHZIgI Wa4bmsCHOQykozBKtk 7-10-8 14-3.0 -0- 19.4-0 23T11-8 9-2-4 34-11-8 7-10-8 6-4-8 -9- _4o 4-7-8 5.2-12 5.9-0 Scale = 1:61.7 2x4 115x5 = 1x4 II 4x8 = 4 5 26 27 6 7 19, 18 17'_ 3x4 = 3x6, II 5x10 = 3x4 II 1-7-121 34-11.8 1-3-12 7-10.8 143A 14 7-12 19-9-0 23-11-8 33312 3 7 12 04 1-3-12 G2-12 6.4-8 1 4.8-0 4-7-8 9-0-0 D 1 1-3.12 Plate Offsets (X,Y)—f5:0-2-810-2-41,f7:0-5-4,0-2-01,f11:0-2-8.0-2-121,f15:0-2-4.0-2-01,f18:0-3-0,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.18 11-13 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.92 Vert(CT) -0.38 11-13 >989 180 BCLL 10.0 Rep Stress ]nor YES WB 0.81 Horz(CT) 0.13 11 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 214 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2'x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-17: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 WEBS 1 Row at midpt 8-11 with 2x4 SP No.3 with 2 - 10d (0.131"x3") nails and cross brace spacing of 20-0-0 oc. REACTIONS. (lb/size) 19=1929/0-8-0, 11=1927/0-8-0 Max Horz 19=-261(LC 6) Max Uplift 19=510(LC 8). 11=449(LC 8) Max Grav 19=2030(LC 13), 11=1967(LC 14) FORCES. (lb) -'Max. Comp.(Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 11-2=295/12, 2-3=2793/628, 3-4=-3208/779, 4-5=-3176/878, 5-6=-2558/728, 6-7=-2558/728, 7-8=-2478/646, 8-9=-436/40, 9-10=371/0 BOT 6HORD 1-19=-20/326, 18-19=-192/521, 4-15=-404/227, 14-15=411/2660, 13-14=-323/2197, 11-13=461/2124, 10-11=0/320 WEBS 3-18=-884/306, 15-18=526/2582, 3-15=0/485, 5-15=335/1330, 7-14=-162/705, 7-13=0/301, 2-18=405/2063, 2-19=1844/587, 8-11=2360/662, 9-11=-309/217, 5-14=-111/284, 6-14=-434/176 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE V10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl ., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checker 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 510 lb uplift at joint 19 and 449 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. � l Thomas A. Albani PE No.38380 MiTek USA, Inc. FL'Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Date; May 30,2018 WARNING - 1Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. '-'�• Design valid forjuse only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not -G •Yjt� a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design.) Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170485 J36039 A06 Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:38:56 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-2HXeADsj9kmxZBUjnSYQpngpVvydKBoLWg9 WGEzBKtj i 7-4-12 13-0.0 04-3.0 , 19-5-12 i 25-11-8 i 30.2-4 i 34-11.8 i 7-4-12 5-7-4 1-3.0 5.2-12 6-5.12 4-2-12 4.9.4 Scale = 1:61.3 4x8 = 1 x4 I I 4x8 = 4 27 28 5 6 18 1 17 16 3x6 II 5x10 = 1x4 II 3x4 = 1x4 II 1-7-12 , 14-7-12 34-11-8 1-3-12 7-4-12 133 14 -t) 1eS12 i 25-11-8 33312 33�7-12 i 1-312 5-9-0 5.7.4 130 4.10A 6512 744 04.0 04-12 1312 Plate Offsets KY)- 14:0-5-4,0-2-01 16:0-5-4,0-2-01f10:0-2-8,0-2-121.114:0-5-8,0-2-01.117:0-2-12,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.22 13-14 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.77 Vert(CT) -0.42 13-14 >913 180 BCLL 10.0 Rep Stress Incr YES WB 0.83 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 202 lb FT = 0% LUMBER- BRACING - TOP CHORD 2z4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2z4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2z4 SP No.3 REACTIONS. (Ib/size) 18=1939/0-8-0, 10=1933/0-8-0 I�ax Horz 18=-221(LC 6) Max Uplift 18=-504(LC 8), 10=-445(LC 8) Max Grav 18=2045(LC 13). 10=1976(LC 14) FORCES. (lb) -IMax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2806/611, 3-4=3423/791, 4-5=3189/824, 5-6=3189/824, 6-7=2580/646, 7-8=-263/42 BOT CHORD 1-18=14/276, 17-18=-169/442, 13-14=-517/3126, 11-13=-371/2286, 10-11=421/1999 WEBS 13-17=-973/313, 4-14=-96/937, 4-13=-82/503, 5-13=-649/263, 6-13=-245/1185, 7-11=-55/407, 2-17=413/2134, 2-18=-1873/565, 7-10=-2387/612, 8-10=-288/167, 14-17=-523/2612, 3-14=41/693 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7110; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=35ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 504 lb uplift at joint 18 and 445 lb uplift at joint 10. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. I Thomas A, Albani PE No.38380 MiTek USA, Inc. FL Cert 8634 6964 Parke East Blvd. Tampa FL 33610 Date: Mav 30.2018 i ® WARNING - IVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mi1.7473 rev. 10/03/2015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design! Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 16 Job Truss Truss Type Qty Ply Gambina I T14170486 J36039 A07G Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:38:58 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO--ffPbutzhLOeoVe6vsauvCvB9jaTo67ez—edL7zBKth i 59-4 11-0.0 145-10 19-1-9 23-511 27-11-8 31-2-4 34-11.8 r 5-9-4 52-12 3-5-10 4-7-15 4-4-1 4-513 3-2-12 3-9-0 Scale = 1:62.6 4x8 — NAILED NAILED NAILED NAILED 3x4 = NAILED tx4 II NAILED 3x4 = NAILED 4x8 = 4 5 28 29 30 6 31 32 7 33 34 8 6.00 12 - 4x6 3x4 i zz'x/ 9 1x4 II 3 10 m Z> d 3x4 i 2 17 0 1 5 36 37 16 38 39 0 15 14 4041 13 5x5 = o c? 8x8 = NAILED 3x8 = NAILED 3x4 = 3x4 3x4 = a 22 21 20 18 19 NAILED 3x4 = NAILED Special 3x4 = 4x4 = 3x10 = 3x8 II NAILED 3x6 I Special NAILED 1-7-12 34.11-8 1-3.12 5-9-0 11-0-0 14510 14- 12 19.1-9 23.5-11 27-11.8 33-3-12 33- -12 1-3-12 4-1-8 52-12• 3510 0. •2 4b13 4-41 4-5.13 5.44 0-4- 0-4-0' 1-3-12 Plate Offsets (X.Y)—f4:0-6-4.0-2-01.f8:0-5-4.0-2-01.f12:0-2-8,0-2-121,fl7:0-5-12,0-5-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.27 16-17 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 1.00 Vert(CT) -0.46 16-17 >822 180 BCLL 10.0 Rep Stress Incr NO WB 0.78 Horz(CT) 0.17 12 n/a n/a BCDL 10.0 1 Code FBC2017/TP12014 Matrix -MS Weight: 428 Ito FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purlins. BOT CHORD 2z4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 1-18: 2x6 SP No.2, 5-19: 2x4 SP No.3 B-1-9 oc bracing: 16-17 WEBS 2x4 SP No.3 *Except* 9-1-12 oc bracing: 15-16. 4-17: 2x4 SP No.2 10-0-0 oc bracing: 17-19 REACTIONS. (lb/size) 22=2898/0-8-0, 12=3140/0-8-0 Max Horz 22=-179(LC 23) Max Uplift 22=936(LC 8), 12=1012(LC 8) Max Grav 22=2962(LC 29), 12=3230(LC 30) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-532/123, 2-3=4167/1265, 3-4=-4380/1458, 4-5=7812/2668, 5-6=-7483/2527, 16-7=7483/2527, 7-8=-6401/2178, 8-9=-4702/1589 BOT CHORD ,1-22=-93/486, 21-22=-232/615, 20-21 =-1 130/3778, 17-19=-409/1015, 16-17=2505/7958, :15-16=-1982/6452, 13-15=-1256/4191, 12-13=-968/3080 WEBS 13-21=-671/298, 3-20=-366/446, 4-20=-2503/840, 17-20=-1321/4517, 4-17=-189215694, 15-16=-595/209, 6-16=-711/393, 7-16=-451/1431,7-15=-1611/669,8-15=926/2903, 8-13=-318/182, 9-13=-399/1306, 2-21=-969/3218, 2-22=-2460/823, 9-12=4030/1338, 10-12=337/158 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords lconnected as follows: 2x6 - 2 rows staggered at 0-5-0 oc, 2x4 - 1 row at 0-9-0 oc, Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE MO; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=35ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. Thomas A. Albani PE No.39390 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 936 lb uplift at joint 22 and 1012 lb uplift MiTek USA, Inc. FLCert 8634 at joint 12. a FL 33910 9904 Parke East Blvd. Tam P 10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. Date: hem"'In On-f 0 ®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 MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.' Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANS8TPI1 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 Gambino T14170486 J36039 i A07G Hip Girder 1 2 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 201 B MiTek Industries, Inc. Wed May 30 10:38:58 2018 Page 2 ID:vRhCbhYo M5m QAsj_To Eg7yz D ECO-_ffPbutzh LOeoVe6vsauvCvB9jaTo67 ez_ed L7zB Kth NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 897 lb down and 392 lb up at 14-7-12, and 241 lb down and 103 lb up at 27-10-121on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOADCASE(S)- Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: i1-4=-90, 4-8=-90, 8-11=-90, 1-19=-20, 18-19=-20, 17-25=-20 Concentrated iLoads (lb) Vert: 8=-110(F) 18=897(F) 13=160(F) 28=-110(F) 30=-110(F) 31=-133(F) 32=-133(F) 33=133(F) 34=11 O(F) 36=-43(F) 37=43(F) 38=-54(F) 39=-54(F) 40=54(F) 41=43(F) I ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. • Design valid foq use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not .truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building designf Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type ICity Ply Gambino T74170487 J36039 A08 Roof Special 1 1 Job Reference o tional East Coast Truss; Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:00 2018 Page 1 ID:vRhCbhYoM5mQAsLToEg7yzDECO-x2n90avEDyGM2poVOHdM_d?TuXJMG?MxR17jP?zBKtf i 8-4-12 i 15-0-0 19-5.12 2311-6 i _ __3.0.1-8 3Q 11-h2 33-7-12 8-4-12 6-7-4 45.12 4-5-12 6-2-0 d-lad 2.8-0 Scale = 1:60.2 4x6 = 3x4 = 5x5 = 4 23 24 5 6 3x4 = 5x5 = 4x4 = 3xl0 = i 2x4 II 1x4 II 3x8 = 3x6 II 1g7-12 6-7-4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017ITP12014 CSI. TC 0.71 BC 0.78 WB 0.86 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 'Except' 7 12: 2x4 SP No,3, 9-10: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8'-9: 2x6 SP No.2 OTHERS 2x4 SP No.3 I REACTIONS. (lb/size) 9=1793/0-8-0, 17=1936/0-8-0 Max Horz 17=247(LC 8) Max Uplift 9=-393(LC 8), 17=-500(LC 8) Max Grav 9=1920(LC 14), 17=2090(LC 13) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.32 13-15 >999 240 MT20 244/190 Vert(CT) -0.50 13-15 >767 180 M18SHS 244/190 HOrz(CT) 0.07 9 n/a n/a Weight: 223 lb FT = O% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 10-12 WEBS 1 Row at midpt 5-15, 5-13 with 2x4 SP No.3 with 2 -10d (0.131"xW) nails and cross brace spacing of 20-0-0 oc. JOINTS 1 Brace at Jt(s): 10 FORCES. (lb) -!Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-367/12, 2-3=-2889/615, 3-4=-2372/592, 4-5=-2044/592, 5-6=-1725/516, 6-7=-2749/690 1-17=27/405, 16-17=-263/564, 15-16=636/2607, 13-15=422/2005, 7-10=-8/323, BOT CHORD 9-10=-477/2319 WEBS 3-15=624/256, 4-15=46/577, 5-13=579/177, 6-13=26/341, 7-9=-2817/582, 2-16=-376/2060,2-17=1888/599,10-13=-337/1773,6-10=-217/889 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=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl!, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = IO.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 9 and 500 lb uplift at joint 17. 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. 10) Warning: Addlitional permanent and stability bracing for truss system (not part of this component design) is always required I Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33810 Date; May 30,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for!use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall lei 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 Gambino - T14170488 J36039 A09 Roof Special 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:01 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-PEKXDwws_GODfyNha?Bb WgXedweK?UV5fytHyRzBKte i 7-412 13-0.0 i 20.4-0 i 25-1.1 8 i 28-1-8� 3_0.11-12 31$8 33.7-12 i 7-4-12 5-7-4 7-4-0 5-7-8 2-2.0 2-10-0 -9-1 1 Scale = 1:60.5 5x8 = 2x4 11 5x5 = 21 20 " 18 17" 5x5 = 4x4 = 3x4 =, 3x6 I I 5x8 = 3x4 = 1-7-12 131� 7-0-12 13.0-0 204-0 20,8-p2 25-11-B 2e-1-8 30.11-12 31-9.8 33.7-12 133-12,� 5-9-0 57.4 7.4-0 0 2 5-2-12 2-z-0 2-10.4 d-9-12 1-10-0 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.25 14-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.86 Vert(CT) -0.44 14-15 >870 180 BCLL 10.0 Rep Stress Incr YES WB 0.74 Horz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 225 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 5'-17: 2x4 SP No.3 10-0-0 oc bracing: 15-17 WEBS 2x4 SP No.3 `Except* 9-10: 2x6 SP No.2 REACTIONS. (Ib/size) 10=1771/0-8-0, 21=193810-8-0 Max Horz. 21=257(LC 8) Max Uplift 10=408(LC 8). 21=-498(LC 8) Max Grav 10=1863(LC 15), 21=2060(LC 13) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-251112, 2-3=2809/597, 3-4=-2476/609, 4-5=-2651/703, 5-6=-2667/700, 6-7=-2111/538, 7-8=845/228, 8-9=968/233, 9-1 0=1 805/413 BOT CHORD 1-21=-16/278, 20-21=-243/404, 18-20=-645/2518. 5-15=664/271, 14-15=-429/1919 WEBS 3-18=-412/183, 15-18=-472/2064, 4-15=-140/787, 2-20=-407/2137, 2-21=-1885/562, ,8-11=0/266, 11-14=411/1918, 7-11 =1 423/297, 9-11=-341/1575, 6-14=312/85, 6-15=-229/1077 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=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage.to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 10 and 498 lb uplift at joint 21. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required Thomas A. Albani PE N0.38380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 A WARNING - Vedfy 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 mat a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' I 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 Informaklon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170489 J36039 A10 Hip 1 1 Job Reference (optional) East coast -I ruSs, H. Fierce, FL -34948 tf.YZU s May 24 YU1t1 Mi I eK Industries, Inc. Vvea May "3U 1U:39:U2 YU1t3 rage 1 I D:vRh CbhYo M5m QAsj_ToEg7yzD E CO-tQuvRGwUIa W4H6xt8ifg324lp KzbkvvEuccq UuzBKtd 6-4.12 11-0.0 15-8-0 20-4-0 25-11-12 30.11-12 3 -7- 33.7-12 6-4-12 4-7-4 4.8.0 4.8.0 5-7-12 5-0-0 0-7-1 2-0-0 4x8 = 3x4 = 4 5 27 Scale=1:58.1 3x4 = 3x4 = 1x4 II 6 7 28 8 9 5x5 =2x4 II 21 ZU- Its I/ -- ,�,11X4 11 II Sx5' = 4x4 = 5x8 = 3x4 I I 4x4 = 3x4 = 3x4 = 5x5 II 1-7-12 1-3-12 11-0-0 75-&0 20-0-0 2 B- 2 25-11-12 30.11-12 1-7 33-7-12 1312 944 44.0 4-8-0 - 2 530 5-0-0 7-1 2.0.4 LOADING (psf) SPACING- CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL %0 1.25 TC 1.00 Vert(LL) -0.18 20-21 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.93 Vert(CT) -0.38 20-21 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.86 Horz(CT) 0.19 11 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2z4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 6-17: 2x4 SP N0.3 WEBS 2x4 SP No.3 WEBS OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 11=1802/Mechanical, 21=1944/0-8-0 Max Harz 21=254(LC 8) Max Uplift 11=393(1_C 8), 21=-498(LC 8) Max Grav 11=1864(LC 15), 21=2043(LC 13) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=408/0, 2-3=-535/44, 3-4=-2593/608, 4-5=2612/675, 5-6=-3183/796, I6-8=-2381/589,8-9=-2381/589,11-13=-1776/423 BOT CHORD-1-21=0/376, 20-21=-668/2359, 18-20=-537/2284, 6-15=0/270, 14-15=-750/3227, ,13-14=-170/722 WEBS 4-20=0/329, 6-14=-1057/272, 8-14=-554/237, 9-14=470/2150, 3-21=-2324/624, 2-21=-404/283,5-18=-995/285,9-13=-1753/494, 15-18=610/2513,5-15=-188/804. 4-18=-1441711 PLATES GRIP MT20 244/190 Weight: 214 lb FT = 0% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 15-17 1 Row at midpt 6-14, 3-21 with 2x4 SP No.3 with 2 - 10d (0.131 "x3") nails and cross brace spacing of 20-0-0 oc. 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=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed fora 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 girderSs) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 393 lb uplift at joint 11 and 498 lb uplift at joint 21. 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6834 6004 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall t building design! Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 Gambino T14170490 J36039 All Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:03 2018 Page 1 I D:vRhCbhYoM5mQAsLToEg7yzDECO-LdSlecx6WtexvG W4iQA3cFd?UkLETKAN7GMNOKzBKtc i 5-4-12 9.0-0 i 14.8.0 20.4-0 i 26-10.4 33.7-12 i 5-4.12 3.7-4 5.8-0 5.8-0 6-6-4 Scale = 1:59.1 d 4 0 c nn 3x4 = 5x5, = 4x8 = 3x4 = 3x4 = 3x4 = 3x8 = 3x4 = 4 5 22 23 6 7 24 8 9 3x4 = 3x4 = 5x8 = 3x4 = 1-7-12 1-3.12 9.0-0 14-B-0 20-0-0 20rB•12 26-10-4 33-7-12 1-3.12 7-0.4 5-8-0 5.8.0 2 6-1-8 6.9A n�nl LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.26 11-12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.71 Vert(CT) -0.49 11-12 >779 180 BCLL 10.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -AS Weight: 193 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 6; 14: 2x4 SP No.3, 10-12: 2x4 SP No.1 10-0-0 oc bracing: 12-14 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 6-11, 8-10 12-15: 2x4 SP No.2 with 2x4 SP No.3 with 2.- 1 Od (0.131 "x3") nails and cross brace spacing of 18-0-0 Do. REACTIONS. (lb/size) 10=1754/Mechanical, 18=1942/0-8-0 Max Horz 18=252(LC 8) Max Uplift 10=421(LC 8), 18=500(LC 8) Max Grav 10=1795(LC 13), 18=2025(LC 13) I FORCES. (lb) -1 Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-349/49, 3-4=2651/615, 4-5=-3111/759, 5-6=-4048/967, 6-8=-2790/655, 9-10=-269/115 BOT CHORD 117-18=-644/2213, 15-17=-589/2337, 14-15=-53/258, 6-12=01262, 11-12=-979/4111, ' 10-11-655/2790 WEBS 3-17=28/319, 4-15=220/1110, 5-15=-1116/345, 12-15=728/2932, 5-12=-271/1091, 16-11=-1495/366, 8-11=69/913, 8-10=-3088/726, 3-18=-2389/601, 2-18=-363/224 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=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Enclj, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenithe bottom chord and any other members, with BCDL = 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 421 lb uplift at joint 10 and 500 lb uplift at joint 18. 9) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A, Mani PE No.39380 MiTek USA, Inc. FL Cert8834 6994 Parke East, Blvd. Tampa FL 33810 Date: May 30,2018 WARNING - iVerlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid foy 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 ve ify 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 Gambino T14170491 J36039 Al2G Half Hip Girder 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 ts.zzu s may z4 zu7d m1 I eK maustnes, Inc. vvea May do Iv:sv:uI zu Io rage -I ID:vRhCbhYoM5mQAsyToEg7yzDECO-EOioUz_dZ68NNtgrxFF?m5nj LIRPDKz2tKb95ZBKtY I 4.4-12 7-0-0 11-7-13 16-1-13 20-4-0 I 24-7-9 29-0.15 33.7-12 4-0-12 2-7-4 4.7-13 4-6.1 �4-2-3 4-3-9 45.5 4.6-13 Scale=1:59.1 NAILED 4x8 = NAILED NAILED NAILED 1x4 II NAILED 6.00 12 4 26 27 5 28 NAILED NAILED NAILED NAILED 3x4 = NAILED NAILED NAILED 3x8 = 3x4 = NAILED 1x4 II NAILED 3x10 = NAILED 2x4 II 29 6 30 31 7 8 32 33 34 9 35 36 10 37 38 11 PF��7111�III�III%1♦Ill�lll��lll�llllC7r�lll�lll��111�111!!:!�IU�111�1 ��Y Ill�lll�l:ice-III.Il.�lll���lll�lllt� _. __ 1x4 II - -- 22 22 21 39 40 20 41 19 42 18 43 44 17 16 NAILED 3x8 = NAILED NAILED 5x5 = NAILED = 3x4 = 3x4 = 3x8 = NAILED 5x6 4x4 = = NAILED NAILED 3x4 II Special NAILED NAILED NAILED NAILED NAILED 8x8 = NAILED NAILED 1-7-12 1-3-12 7-0-0 11-7-13 16.1-13 22:10 20 8-12 24-7-9 29-0.15 33.7-12 1-112 S� 4-7-13 4-6.1 4.2-3 1 3-10-13 4SS 4., 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.38 16 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.82 Vert(CT) -0.60 16 >634 180 BCLL 10.0 ,' Rep Stress Incr NO WB 0.65 Horz(CT) 0.15 12 n/a n/a BCDL 10.0 , Code FBC2017rrP12014 Matrix -MS LUMBER- I BRACING - TOP CHORD 2x4 SP No.2 ' TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 8,-17: 2x4 SP No.3, 12-15: 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 *Except* 15-18: 2x4 SP No.2 REACTIONS. (Ib/size) 12=2957/Mechanical, 22=2858/0-8-0 Max Horz 22=196(LC 8) Max Uplift 12=1075(1_C 8). 22=-1012(LC 8) Max Grav 12=3135(LC 29), 22=3058(LC 29) FORCES. (lb) -1 Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-291/110, 3-4=4400/1462, 4-5=5890/1985, 5-6=5890/1985, 6-8=-9601/3223, 18-9=7686/2591, 9-10=7686/2591, 11-12=-367/198 BOT CHORD 21-22=1156/3256, 20-21 =1 338/3924, 18-20=-2208/6628, 17-18=-1531495, 8-15=75/686, 14-15=-3281/9783, 13-14=-1595/4683, 12-13=-1595/4683 WEBS '3-21=-300/928, 4-20=-815/2504, 5-20=-690/422, 6-20=-975/306, 6-18=-1613/706, 15-18=-2142/6392, 6-15=-1177/3449, 8-14=2407/791, 9-14=-717/381, 10-14=-114913464, 10-12=5315/1808, 3-22=-3937/1304, 2-22=-384/206 PLATES GRIP MT20 244/190 Weight: 383 lb FT = 0% Structural wood sheathing directly applied or 3-10-10 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 8-8-2 oc bracing: 18-20 7-6-15 oc bracing: 14-15. 10-0-0 oc bracing: 15-17 NOTES- 1) 2-ply truss to b'e connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords I connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7 �10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=34ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members, with BCDL = 10.Opsf. 9) Refer to girders) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1075 lb uplift at joint 12 and 1012 lb uplift at joint 22. 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 241 lb down and 103 lb up at Thomas A. Albani PE No.3938D MiTek USA, Inc. FL Cart 8834 6904 Parke East Blvd.'Tampa FL 33810 Date; May 30,2018 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/03/2015 BEFORE USE. �*! Design valid foriuse only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not sot 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.1 Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170491 J36039 Al2G Half Hip Girder 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:07 2018 Page 2 I D:vRhCbhYo M5m QAsLToEg7yzD ECO-EOi o Uz_dZ68N N tgrxF F?m5n)_LiRPD Kz2tKb95zB KtY NOTES- 13) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. LOAD CASE(S)i Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert:,1-4=90, 4-11=90, 17-23=20, 16-17=20, 12-15=20 Concentrated Loads (lb) Vert: ,4=-110(B) 21=160(B) 20=30(B) 5=-56(B) 13=15(B) 10=-142(B) 26=-110(B) 27=-11 O(B) 28=-56(B) 29=-56(B) 30=56(B) 32=-56(B) 33=-142(B) 34=-142(B) 35=142(B) 36=142(1]1) 37=-142(B) 38=153(B) 39=43(B) 40=43(B) 41=-30(B) 42=30(B) 43=30(B) 44=-30(B) 45=-15(B) 46=15(B) 47=-15(B) 48=-15(B) 49=15(B) 50=18(B) ®WARNING - IVerify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7472 rev. 1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing 1 V IiTe k• building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170492 J36039 B01G HALF HIP GIRDER 7 2 Job Reference 0 tional East Coast Truss, Ft. Pierce, FL 34946 8.210 s May 18 2018 MiTek Industries, Inc. Wed May 30 12:35:22 Zola Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-hjaM1 U6EoQM4LWgHc7K17J3ZPgfDgcDk7TNh6_zBK2p 1-7-12 3-7-0 7-1-10 8-8-7 8-3-12I 11-11-12 1-7-12 1-11 4 3-6-10 1 6-13 0-7-5 2-8-0 5x5 = 2x4 [I 4x6 = Scale = 1:28.5 I-; 3x4 = 16 5x5 = 2x4 I I 2x4 6x6 =8 HUS26 HUS26 LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 30.01 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.05 12 >999 240 MT20 244/190 TCDL 15.0' Lumber DOL 1.33 BC 0.49 Vert(CT) -0.08 12 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.06 8 n/a n/a BCDL 10.0) Code FBC2017/TP12014 Matrix -MS Weight: 192 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-3 oc purlins, except BOT CHORD 2x6 SP No.2 *Except* end verticals. 13-15,6-9: 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3 *Except* 6-0-0 oc bracing: 1-16. 7-8,2-16: 2x6 SP No.2 10-0-0 oc bracing: 9-11 REACTIONS. (Ib/size) 8=5035/0-8-0, 16=2733/0-8-0 Max Horz 16=245(LC 8) Max Uplift 8=1433(LC 8), 16=-859(LC 8) Max Grav 8=5075(LC 2), 16=2753(LC 2) FORCES. (lb) : Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1 2-3=-5176/1639, 3-4=-4961/1572, 4-5=-4929/1623, 5-6=-2281/691, 6-7=-2218/672, 7-8-3800/1166 BOT CHORD 2-13=1365/4344, 12-13=-1603/4580, 12-19=885/2762, 11-19=885/2762, 9-11=-105/622 WEBS 5-11 =-1 547/625, 7-11 =-1 288/4235, 5-12=-1377/3839, 3-12=-263/151, 2-16=-2655/925, 13-16=-256/279 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 oc, 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) Plates checked for a plus or minus 0 degree rotation about its center. 7) This truss has' been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1433 lb uplift at joint 8 and 859 lb uplift at joint 16. 10) Use USP THD26-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 7-1-11 from the left end to connect truss(es) to front face of bottom chord. 11) Use LISP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 1-9-0 oc max. starting at 9-3-12 from the left end to 11' 0-12 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact With lumber. 13) Wamina: Additional oermanent and stabilitv bracing for truss system (not Dart of this comoonent design) is always recuired. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 30,2018 LOgJ rgA§A$) r 6"FA Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. ' Design valid forluse 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• I always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply �Gamlbina 714170492 J36039 B01G HALF HIP GIRDER 1 2 Job Reference o do al East Coast Truss, Ft. Pierce, FL 34945 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-5=90, 5-7=-90, 1-15=20, 14-15=20, 11-13=20, 9-10=-20, 8-9=20 Concentrated Loads (lb) Vert:12=-2937(F)19=-1734(F)20=-1785(F) 5.21" s May 1b Luld m I eK inousines, Inc, vvea May :fu 1 L:So:LL Lu1C vage L ID:vRhCbhYoMSmQAsLToEg7yzDECO-hjaM1 U6EoQM4LWgHc7Kl7J3ZPgfDgcDk7TNh6_zBK2p WARNING - �Vertry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101O312015 BEFORE USE. �* Design valid for,,use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not p�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design:. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 ANSIITPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Gambino T14170493 J36039 1302G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:09 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-AnpZvfOt5jO4dB_D2gHTrWt?m9V2t3kGVBpiE_zBKtW i 1-7-12 37-0 7-0.0 9-312 it-7-12 13-1-10 i 1611-8 19-4-12 1 23-11-8 1-7.12 1-11-0 3.5.0 2-312 2-4.0 1-5-14 39-14 2-5-4 4-6-12 NAILED NAILED 4x8 = NAILED 2x4 II 3x4 = NAILED 4 28 5 29 6 30 NAILED 31 NAILED 4x8 = Scale = 1:41.0 3x4 = 3x4 = 2X4 II 2X4 II 6x8 = rvruLM. I-1- 3x4 = 3X4 = — LOADING (psf)' SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1,.25 TCDL 15.0 Lumber DOL 1.33 BCLL 10.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except* 3-20,5-14: 2x4 SP No.3 WEBS 2x4 SP No.3 NAILED Special CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.83 Vert(LL) -0.03 19 >999 240 MT20 244/190 BC 0.36 Vert(CT) -0.05 19 >999 180 WB 0.92 Horz(CT) 0.04 11 n/a n/a Matrix -MS Weight: 137 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-21,13-14,10-11. 6-0-0 oc bracing: 14-16 10-0-0 oc bracing: 1 B-20 REACTIONS. (lb/size) 13=2272/0-8-0, 11=689/0-8-0, 21=66710-8-0 Max Horz 21=129(LC 7) Max Uplift 13=797(LC 8), 11=224(LC 8), 21=-261(LC 8) Max Grav 13=2578(LC 29). 11=776(LC 30), 21=705(LC 32) FORCES. (lb) J Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 12-3=-1052/207, 3-4=-530/203, 4-5=-22/340, 5-6=-38/373, 6-7=-121/759, 7-8=-494/235 BOT CHORD 1 17-18=208/1183, 16-17=-152/487, 12-13=-115/396, 11-12=87/377 WEBS ,3-17=735/133, 4-17=-36/444, 4-16=1048/281, 13-16=778/323, 6-16=-144/662, 6-13=-1195/517, 7-13=-1258/388, 7-12=25/413, 8-11=-598/187, 2-21=-560/163, 2-18=-182/959, 18-21=-254/124 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE T 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; 8=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encli, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has peen 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 betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 797 lb uplift at joint 13, 224 Ib uplift at joint 11 and 261, Ib uplift at joint 21. 8) "NAILED" indicates 3-1Od (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 Ib down and 80 lb up at 7-0-0, and 201 ilb down and 102 lb up at 16-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASES) 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=-90, 4-7=-90, 7-10=-90, 20-22=20, 19-20=20, 16-18=20, 14-15=20, 14-25=-20 Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6834 NO Parke East_ Blvd: Tampa FL 33610 Date: May 30,2018 i WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ' building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Inforrnakion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City, Ply Gembina T14170493 J36039 802G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 - 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:09 2018 Page 2 I D:vRhCbhYoM5mOAsj_ToEg7yzDECO-AnpZvfOt5jO4dB_D2gHTrWt?m9V2t3kGVBpiE_zBKtW LOAD CASE(S)' Standard Concentrated Loads (Ib) Vert: 4=142(B) 7=-84(B) 17=119(B) 12=-78(B) 28=142(B) 29=110(13) 30=84(B) 31=-84(B) 32=15(B) 33=-43(B) 34=35(8) 35=-35(B) I ®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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not DU 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 i�iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type City Ply Gambino T14170494 J36039 C01G Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:11 2018 Page 1 ID:vRhCbhYoM5mQAsj ToEg7yzDECO-69xJKL17dLfosV8cA5JxwxySOyBuL6oZzMplszBKtU 5-4-10 7-8.0 8.7-8 i 10-i11-0 16.3.9 i 5.4-10 2-3.6 0.11-7 2-3-9 5.4.8 NAILED 4.24 12 NAILED NAILED NAILED 4x4 = 4x4 =NAILED Ar n i 21 " 22 5 23 NAILED 14 NAILED 93x6 II 3x4 = 3x4 — 3x6 II 4x4 = 3x4 = 3x4 = 4x4 = NAILED NAILED NAILED NAILED NAILED NAILED Scale = 1:34.4 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC20171TPI2014 CSI. TC 0.27 BC 0.27 WB 0.37 Matrix -MS DEFL. in Vert(LL) 0.03 Vert(CT) -0.04 Horz(CT) 0.01 (loc) I/deft L/d 12 >999 240 11 >999 180 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 91 lb FT = 0% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-9 oc purlins. BOT CHORD 21x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-4-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 14=1130/0-8-0, 9=1131/0-8-0 Max Horz 14=119(LC 30) Max Uplift 14=-533(LC 8), 9=459(LC 8) Max Grav 14=1298(LC 39), 9=1298(LC 38) FORCES. (lb) -Max. Comp.%Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1438/594, 34=1357/677, 4-5=1245/653, 5-6=-1357/677, 6-7=-1436/602 BOT CHORD 12-13=-547/1275, 11-12=-649/1296, 10-11=-499/1238 WEBS 2-14=-11551538, 7-9=-1154/497, 2-13=-529/1231, 7-10=-532/1236 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 71 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between, the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 533 lb uplift at joint 14 and 459 lb uplift at joint 9. 8) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=1.33, Plate Increase=1.25 Uniform Loads Vert: Vert: 1-3=90, 3-4=-90, 4-5=-90, 5-6=-90, 6-8=-90, 15-18=20 Concentrated Loads (lb) Vert: 4'=-26(F) 5=-26(F) 13=1(F) 12=-54(F) 11=-54(F) 10=1(F) 21=-51(F) 22=110(F) 23=51(F) 24=-28(F) 25=-43(F) 26=28(F) Thomas A. Albani PE No.36360 MiTek USA, Inc. FL'Cert 6634 8904 Parke East Blvd. Tampa, FL 33610 Date: May 30,2018 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. '-'�• Design valid for! use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not G-•®-�--Oe , a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design.! Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170495 J36039 CO2 Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 3U 10:39:12 2U18 Page 1 ID:vRhCbhYoM5mQAsj joEg7yzDECO-aMVhXh210enfUfiojpgAT9VXPM Wl4akiB91 MrJzBKtT 4-10-12 B-1-12 144-2 4-10-12 3-3-0 6-2-6 4x4 = 4 3X4 = 6 3x4 = 3x4 II Scale = 1:26.3 1 - 1 - 1 1-3-12 -4 6E-0 6-2-6 Plate Offsets (X Y)— f5:Edge 0-1-121 LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.03 6-7 >999 240 MT20 244/190 TCDL 15.01 Lumber DOL 1.33 BC 0.35 Vert(CT) -0.06 6-7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.01 6 n/a n/a BCDL 10.01 Code FBC2017frP12014 Matrix -AS Weight: 73 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=678/Mechanical, 8=88310-8-0 Max Horz 8=131(LC 7) Max Uplift 6=-157(LC 8), 8=-274(LC 8) Max Grav 6=697(LC 14), 8=893(LC 16) FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 13-4=-700/215, 4-5=-758/195, 5-6=-618/188 BOT CHORD i 7-8=139/712, 6-7=-90/271 WEBS 3-8=-784/225, 2-8=274/182, 5-7=0/418 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7L 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encll, GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 i 3) Plates check.. for a plus or minus 0 degree rotation about its center. 4) This truss has been designed for a 10.0 psf'bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between) the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 157 lb uplift at joint 6 and 274 lb uplift at joint 8. 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. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.38380 MiTek USA, Inc.. FL'¢ert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: May 30,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. R Design valid for. use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not q a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design I Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170496 J36039 CO3 Half Hip 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:12 201 B Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-aMVhXh210enfUfiojpgAT9VbOMVh4VMiB91 MrJzBKtT 5-4-12 9-0-0 i 14.4-2 5-4-12 3-7-4 5-4-2 48 = 3x4 11 Scale = 1:28.6 3x4 = 8 3x4 = 3x4 = 3x4 = 7- 4 1-3-12 4- 7.4-4 5-4-2 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.06 7-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.43 Vert(CT) -0.12 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 81 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2k4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2'C4 SP No.3 REACTIONS. (Ib/size) 6=678/Mechanical, 8=883/0-8-0 Max Horz 8=252(LC 8) Max Uplift 6=-203(LC 5), 8=-231(LC 8) Max Grav 6=724(LC 13). 8=911(LC 13) FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-4=-654/127 BOT CHORD 17-8=-280/715, 6-7=-153/555 WEBS 4-7=1/354, 4-6=-704/193, 3-8=-723/174, 2-8=289/204 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 71,10; Vutt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.,GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Plates checked for a plus or minus 0 degree rotation about its center. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between,the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 lb uplift at joint 6 and 231 lb uplift at joint B. 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. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.38380 MiTek USA, Inc. FL Celt 6834 8904 Parke East Blvd. Tampa FL 33810 Date: May 30,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117II-7477 rev. 10/03/1015 BEFORE USE. �* Design valid foduse only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not [ �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170497 J36039 Dot Common 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:13 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-2Y3311309yvW5oH?H WMP?M 1 nYms3p4OsQpnvNlzBKtS 5-3-12 5-3-12 4x4 = 3 8 6 1x4 II 1x4 II dQF�lSIts 61MF &AS InpF ra Scale = 1:20.1 I, LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017rrP12014 CSI. TC 0.33 BC 0.36 WB 0.07 Matrix -AS DEFL. in Vert(LL) -0.03 Vert(CT) -0.05 Horz(CT) -0.00 (loc) I/deft Ud 7 >999 240 7 >999 180 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 40 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 REACTIONS. (Ib/size) 8=584/0-8-0, 6=584/0-8-0 Max Horz 8=97(LC 6) Max Uplift 8=361(LC 8), 6=-259(LC 8) FORCES. (lb) -iMax. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 12-8=-383/212, 4-6=-383/173 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl,1, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOLF1.60 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 he's been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 361 lb uplift at joint 8 and 259 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.38380 MiTek USA,,Inc, FUCert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: nn„r �n onin WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 117I1.7473 rev. 1010312015 BEFORE USE. • Design valid for! use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not 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.1 Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' building required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB.89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Gambino T14170498 J36039 D02G Hip Girder 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May W 1U:39:14 2U18 Page 1 I D:vRhCbhYoM5mQAsLToEg7yzDECO-WkdSyN4OwG1 NjysBrDteYaaymABHYWF?fTWTvBzBKtR 1-11-12 5-0-0 5-7-8 8-7-12 10-7-8 1-11-12 3-0-4 0-7-8 3-0.4 112T12 17J1 NAILED 4x4 = Special 44 = 10 lx" ii 7 1x4 11 Special 1x4 I 1x4 11 Special Scale = 1:22.1 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.36 BC 0.42 WB 0.07 Matrix -MS DEFL. in Vert(LL) -0.05 Vert(CT) -0.05 Horz(CT) 0.00 (loc) I/deft Lid 9 >999 240 9 >999 180 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 43 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT.CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 10=483/0-8-0, 7=484/0-8-0 Max Hors 10=92(LC 7) Max Uplift 10=-391(LC 8), 7=-297(LC 5) Max Grav 10=612(LC 39), 7=614(LC 38) FORCES. (lb) -iMax. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 11-2-257/212, 2-3=-284/203, 4-5=-290/218 BOT CHORD 1-10=183/260, 9-10=-196/260, 8-9=195/263, 7-8=194/263, 6-7=-194/263 WEBS 2-10=378/223, 5-7=-377/180 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7110; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl], GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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 391 lb uplift at joint 10 and 297 lb uplift at joint 7. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 220 lb down and 234 lb up at 5-7-8 on top chord, and 148 lb down and 202 lb up at 5-0-0, and 148 lb down and 202 lb up at 5-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loadsl(plf) Vert: 1-3=-90, 3-4=-90, 4-6=90, 11-14=20 ThomasA Albani PE No.39380 MiTek USA, Inc. FL Cert 0834 Concentrated Loads (lb) Vert: 3=-1(B) 4=13(B) 9=108(B) 8=108(B) 8904 Parke East Blvd. Tampa FL 33610 Date: Mav 30 2018 WARNING -1-My design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 101021 015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system.'Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design; Bracing indicated is to prevent 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 tvilh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170499 J36039 � MG7 MONOPITCH GIRDER 1 1 Job Reference (optional) East Coast Truss; Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 3U tu:sa:10 zuits rage i ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-?xBgAj5ehZ9EL6RNPxOt5n7?OaUTH_m8u7GORezBKtQ 2-10-2 5-8.4 2-10-2 2-10-2 2x4 11 4 SUH24 SUH24 2x4 11 4x4 = Scale = 1:34.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.09 3-4 >706 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.62 Vert(CT) -0.17 3-4 >381 180 BCLL 10.0 Rep Stress Incr NO WE 0.05 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight: 44lb FT=0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2z6 SP SS WEBS 2x4 SP No.3 *Except* 1-4: 2x6 SP No.2 REACTIONS. (lb/size) 4=984/0-8-0, 3=917/Mechanical Nlax Horz 4=148(LC 8) *ax Uplift 4=-148(LC 8), 3=-372(LC 8) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-4 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-3 oc bracing. NOTES- 1) Wind: ASCE 7'-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encli, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 4 and 372 lb uplift at joint 3. 7) Use USP SUH24 (With 16d nails into Girder & NA9D nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 1-9-0 from the left end to 3-9-0 to connect truss(es) to back face of bottom chord. 8) Fill all nail holes where hanger is in contact with lumber. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) In the LOAD CASES) 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=1.33, Plate Increase=1.25 Uniform Loads'(plf) Vert: 1-2=90, 3-4=-20 Concentrated Loads (lb) Vert: 5=658(B) 6=-658(B) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cori 6634 8904 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010212015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not Bel' • a truss system., Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall jf building design! Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MOW 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 ANSUTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 r Job Truss Truss Type Qty Ply Gambino T14170500 J36039 MV2 Valley 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2X4 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:16 2018 Page 1 I D:vRh CbhYo M5mQAsj_ToEg7yzDECO-T7 kCN25GStH5yGOZyev6 d?f MtzygO Rnl6n?Z_4zBKtP 2-0-0 2-0-0 Scale = 1:7.8 2 3 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.03 Verl(CT) n/a n/a 999 BCLL 10.0 " Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 5 lb FT = 0% LUMBER- I 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. (Ib/size) 1=76/2-0-0, 2=62/2-0-0, 3=14/2-0-0 Max Horz 1=39(LC 8) Max Uplift 1=-8(LC 8), 2=36(LC 8) Max Grav 1=83(LC 13), 2=63(LC 13), 3=28(LC 3) 1 FORCES. (lb) -!Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7;10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encli, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires' continuous bottom chord bearing. 4) This truss has peen 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 betweenithe bottom chord and any other members, with BCDL = IO.Opsf. 6) Bearing at joini(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 8 lb uplift at joint 1 and 36 lb uplift at joint 2. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Bert $634 6904 Parke EasfBlvd.Tampa FL 33610 Date; Mav 30-2018 WARNING - IVerlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid fori 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 Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170501 J36039 MV4 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:17 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-xJl aaO6uDBPyaQbmWMQLACCS 1 NFMIu1 RLR17W WzBKtO 4-0.0 4-0-0 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 TCDL 15.0 Lumber DOL 1.33 BC 0.21 BCLL 10.0 Rep Stress [nor YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix-P 2 2x4 II DEFL. in (too) I/deft L/d Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 HOrz(CT) 0.00 n/a n/a LUMBER- j BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP N0.3 BOT CHORD REACTIONS. (lb/size) 1=178/4-0-0, 3=178/4-0-0 Max Horz 1=90(LC 8) Max Uplift 1=-19(LC 8), 3=-64(LC 8) Max Grav 1=194(LC 13), 3=204(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:12.8 PLATES GRIP MT20 2441190 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; Vultm160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requires continuous bottom chord bearing. 4) This truss hash been designed fora 10.0 pet bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 19 lb uplift at joint 1 and 64 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA, Inc., FL Cert 6834 6904 Parke East Blvd.-Tampa,FL 33810 Date: May 30,2018 ® WARNING 1 Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type City Ply GambinoT14170502 J36039 T VALLEY 1 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 I ts.ZZu s may Z4 ZUl d IVII I eK Inausrnes, Inc. vvea May au 1 u:Je: i / Zu i o rage I ID:vRhCbhYoM5mQAsj ToEg7yzDECO-xJlaaO6uDBPyaQbmWMQLACCTeNG01u1RLR17WWzBKtO 1-3-12 3-8-4 1-3-12 3-84 3 5 4 2x4 I I 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 1 n/r 120 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) 0.00 2 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC20,17lTP12014 Matrix-R LUMBER- BRACING - Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 0% TOP CHORD 2z4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 4=159/3-8-4, 5=346/3-8-4 Max Horz 5=157(LC 8) Max Uplift 4=-82(LC 8), 5=103(LC 8) Max Grav 4=196(LC 13), 5=346(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-5=314/143 NOTES- t 1) Wind: ASCE 7-00; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl1, GCpi=0.18; MWFRS (directipnal); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) Gable requireslcontinuous 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 betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing -plate capable of withstanding 82 lb uplift at joint 4 and 103 lb uplift at joint 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A, Albani PE No. 3080 MiTek USA, Inc. FLi0ert 6834 6804 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 A WARNING -,Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with 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 piTek� building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing " is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the q 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 Gambino T14170503 J36039 V4 Valley 1 1 Job Reference o tional East Coast I russ, Ft. Fierce, I-L 34y415 B.GGv s may 44 cv io rvu i aR uwusuias, nw. vvcu may ou I—.. is a io ­J. i ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-tiQL?4881ofgpjlSenSpFdHt5ByWDo WkolEEaPzBKtM 2-0-0 4-0-0 2-0-0 2-0-0 2 2x4 i 3x4 = 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.16 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2M SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 1=152/4-0-0, 3=152/4-0-0 Max Horz 1=-25(LC 6) Max Uplift 1=-36(LC 8), 3=-36(LC 8) Max Grav 1=158(LC 13), 3=158(LC 14) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown Scale = 1:7.7 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 71,10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; EncU, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requiresl continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 36 lb uplift at joint 1 and 36 lb uplift at joint 3. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA,.Inc. FL Cent $834 8904 Parke East. Blvd. Tampa FL 33810 Date; nnat, An *?nlA ®WARNING - IVeriry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 114II.7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MrTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system.iBefore use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170504 J36039 V8 Valley 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 4-0-0 2 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:20 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-LuJDQ8n W6nXRtKLBU_2orgydbHByF?ul Pzn7rzBKtL R-n-n 4x4 = 4-0-0 Scale = 1:14.6 4 2x4 i 1x4 II 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=192/8-0-0, 3=192/8-0-0, 4=360/8-0-0 Max Horz 1=62(LC 6) Max Uplift 1=-63(LC 8), 3=-63(LC 8), 4=-47(LC 8) Max Grav 1=195(LC 13), 3=203(LC 14). 4=384(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=-276/98 PLATES GRIP MT20 244/190 Weight: 25 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-D-0 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 1, 63 lb uplift at joint 3 and 47 lb uplift at joint 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 8834 8904 Parke East Blvd. Tampa FL N810 Date: May 30,2018 ® WARNING' Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. �'NN■■■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not• a truss system! Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170505 J36039 V12S GABLE 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MITek Industries, Inc. Wed May 30 10:39:16 ZU18 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-PVsyok7W UXpCaAy43xaiQkWYnX7UKmba5Ug2yzBKtN 53-12 10-7-8 5-3-12 5-3-12 4x6 = 2 Scale = 1:20.3 4 3x4 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0; Plate Grip DOL 1.25 ' TC 0.89 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) n/a n/a 999 BCLL 10.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 . BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=269/10-7-8, 3=269/10-7-8, 4=631/10-7-8 Max Horz 1=99(LC 7) Max Uplift 1=80(LC 8), 3=80(LC 8), 4=-113(LC 8) Max Grav 1=279(LC 13), 3=294(LC 14), 4=655(LC 13) FORCES. (lb) ; Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-4=4601164 Io PLATES GRIP MT20 244/190 Weight: 37 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 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=6.Opsf; h=1811t; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl, , GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss heal 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 80 lb uplift at joint 1, 80 lb uplift at joint 3 and 113 lb uplift at joint 4. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE N0.36380 MiTek USA, Inc. FLCert 8834 6904 Parke East Blvd: Tampa FL 33810 Date: Mav 30.2018 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall lei 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 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 Gambino T14170506 J36039 zCJ1 Jack -Open 12 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:20 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-Lu, jDQ8nW6nXRtKLBU_2org22blyyFmul Pzn7rzBKtL 1-0-0 1-0-0 0 2x4 = PROVIDE BEARING CONNECTION(S) TO RESIST HORIZONTAL REACTION(S) SHOWN. LOADING (psf) I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 30.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 6 n/r 120 TCDL 15.0 1 Lumber DOL 1.33 BC 0.15 Vert(CT) -0.00 6 n/r 120 BCLL 10.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 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 REACTIONS. (lb/size) 2=0/Mechanical, 3=109/Mechanical Max Horz 2=102(LC 16), 3=102(LC 16) Max Uplift 3=65(LC 8) Max Grav 3=11 O(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:7.0 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-'10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has peen 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 between1the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE Wo.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: May 30,2018 ® WARNING -Yedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system., Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design: Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170507 J36039 ZCJ3 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 0 6.ZZU s May Z4 ZU18 MI I eK InclustneS, Inc. We0 May 3U 1U:39:Z1 Wit$ Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-p4Y5Qm9PGPvN31 uXICVHK2MBs_dihiRl G3jKfHzBKtK 3-0-0 3-0-0 Scale: 1 "= 1' LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 4-5 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.24 Vert(CT) 0.00 4-5 >999 180 BC LL 10.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.01 3 n/a n/a BC DL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=0/Mechanical, 4=44/Mechanical, 5=367/0-8-0 Max Horz 5=82(LC 8) Max Uplift 3=-27(LC 5), 4=-44(LC 1). 5=-145(LC 8) Max Grav 3=23(LC 6), 4=20(LC 8), 5=370(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight: 11 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has, been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girderl(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 44 lb uplift at joint 4 and 145 lb uplift at joint 5. 7) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: Mav 30,2018 WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. '-'�• Design valid foi use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not Nil' a truss systemBefore use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall � q building design; Bracing indicated is to prevent buckling of Individual truss web and/or chord members onty. Additional temporary and permanent bracing i�iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and 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 Gambino T14170508 J36039 ZCJ3A Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 U.ZZU 9 may Z4 ZU 10 IVII I ex I1UU5tr1e5, InG. wweU Iwley JV I V:aV;44 ZU 10 rays I I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-HH6Te6A11j1 EhBTjJvOWtGvK6Ox2Q9XAVjSu BkzBKtJ 3-0-0 3-0-0 Scale: 1"=1' IX4 II LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ltd TCLL 30.0� Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.00 5 >999 240 TCDL 15.0: Lumber DOL 1.33 BC 0.36 Vert(CT) 0.00 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.02 3 n/a file BCDL 10.0 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=-66/Mechanical, 4=-106/Mechanical, 5=495/0-8-0 Max Horz 5=82(LC 8) Max Uplift 3=-72(LC 14), 4=-106(LC 1), 5=211(LC 8) Max Grav 3=14(LC 4), 4=44(LC.8), 5=499(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=278/126 PLATES GRIP MT20 244/190 Weight: 11 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 71-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has' been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 3, 106 lb uplift at joint 4 and 211 lb uplift at joint 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 WARNING !Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design; Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always requited for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sto(age, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170509 J36039 ZCJ5 Jack -Open 4 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1X4 II LOADING (psf)1 SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.35 TCDL 15.0 Lumber DOL 1.33 BC 0.19 BCLL 10.0 Rep Stress Incr YES WB 0.06 BCDL 10.01 Code FBC2017ITP12014 Matrix -AS LUMBER- ' TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=115/Mechanical, 4=21/Mechanical, 5=407/0-8-0 Max Horz 5=138(LC 8) Max Uplift 3=-76(LC 8), 5=-125(LC 8) Max Grav 3=125(LC 13), 4=51(LC 13). 5=411(LC 16) i FORCES. (lb) -!Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-333/171 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:22 2018 Page 1 ID:vRhCbhYoM5mQAsj_3oEg7yzDECO-HH6Te6A11j1 EhBTjJvOWtGvKxO_pQ90AVSuBkzBKtJ 5-0-0 5-0-0 Scale=1:17.9 N DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 4-5 >999 240 MT20 2441190 Vert(CT) -0.01 4-5 >999 180 Horz(CT) -0.01 3 n/a n/a Weight: 17 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) 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 betweeg the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girde i(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 3 and 125 lb uplift at joint 5. I 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas AL Albani PE No.39330 MiTek USA, Inc. FL -Cart 6034 4904 P.erke Eas(Blvd: Tampa FL 33610 Date: May 30,2018 ®WARNING -' Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. �• Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system1 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, sto{age, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Easl 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 Gambino T14170510 J36039 ZCJ5A Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 5-0-0 8.220 s May 24 2Ol8 MiTek Industries, Inc. Wed May 30 10:39:23 2018 Pagel ID:vRhCbhYoM5mQAsj ToEg7yzDECO-mTfrrSBfol951L2wtcXIPTSUNoHF9ceKjNCRjAzBKtI Scale=1:17.9 LOADING (psf)i SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.30 Vert(CT) 0.01 4-5 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.03 3 n/a n/a BCDL 10.0, Code FBC2017rrP12014 Matrix -AS Weight: 17 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=88/Mechanical, 4=2/Mechanical, 5=453/0-8-0 Max Horz 5=138(LC 8) Max Uplift 3=65(LC 8), 5=-153(LC 8) Max Grav 3=101(LC 13), 4=34(LC 3). 5=457(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS , 2-5=334/162 NOTES- 1) Wind: ASCE 7`-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 hasi been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit betwee6 the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 153 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani FE No,38380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd: Tampa FL 33610 Date: Mav 30.2018 ®WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. ■! Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not• a truss system! Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buildbuilding design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• ing 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 City Ply Gambina T14170511 J36039 ZCJ5T Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 1x4 II 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:24 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-EfDE2nCHZKHywVd6QK2_yh_g4CfPu3vTylx?GczBKtH 3-7-0 , 5_0-0 3-7-0 1-5-0 Scale = 1:17.9 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) 0.03 7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.18 Vert(CT) -0.04 7 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.05 HOrz(CT) 0.02 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 20 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2k4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 5=15/Mechanical, 9=411/0-8-0 Max Horz 9=138(LC 8) Max Uplift 4=73(LC 8), 9=122(LC 8) Max Grav 4=162(LC 13), 5=30(LC 3), 9=418(LC 16) FORCES. (lb) -,Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-333/136 NOTES- 1) Wind: ASCE 7',10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl!, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has peen 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 betweenithe bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 4 and 122 lb uplift at joint 9. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas AL Albani PE No.39360 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd: Tampa FL 33610 Date: May 30,2018 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M/I.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 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 requited 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 ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170512 J36039 ZEJ3 Jack -Open 6 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:25 2018 Page 1 - ID:vRhCbhYoM5mQAsLToEg7yzDECO-isncG7CvKePpYeCI_1ZDVuXtrc edWQdBhhYo2zBKtG 3-0-1 3-0-1 Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) 0.00 4-5 >999 240 MT20 244/190 TCDL 15.0, Lumber DOL 1.33 BC 0.24 Vert(CT) 0.00 4-5 >999 180 BCLL 10.0', ` Rep Stress Incr YES WB 0.04 Horz(CT) -0.01 3 n/a n/a BCDL 10.0! Code FBC2017/TPI2014 Matrix -MP Weight: 11 lb FT=O% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=1/Mechanical, 4=-44/Mechanical, 5=367/0-8-0 Max Horz 5=82(LC 8) Max Uplift 3=27(1_C 5), 4=-44(LC 1), 5=-145(LC 8) Max Grav 3=23(LC 6), 4=20(LC 8), 5=370(LC 16) FORCES. (lb) -'Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-1 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has; been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girderi(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 3, 44 lb uplift at joint 4 and 145 lb uplift at joint 5. 7) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA,dnc. FL Cert 8634 8904 Parke East_Blvd. Tampa FL33810 Date: May 30,2018 WARNING -i Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE IWI-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 prop arty 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 Gambino T14170513 J36039 ZEJ5 Jack -Open 2 1 Job Reference o tional East Coast Truss,- Ft. Pierce, FL 34946 5-0-0 5 1x4 II 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:25 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-isncG7CvKePpYeCI_1 ZDVuXgtczjdW7dBhhYo2zBKtG 1-7-12 1-11-12 5-0-0 1-7-12 0.4-0 3-0-4 M d N Scale = 1:17.0 LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL 10.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.33 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.43 BC 0.30 WB 0.06 Matrix -AS DEFL. in Vert(LL) -0.01 Vert(CT) 0.01 Horz(CT) -0.03 (loc) I/deft Ud 4-5 >999 240 4-5 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight: 17 lb FT=0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=88/Mechanical, 4=2/Mechanical, 5=453/0-8-0 Max Horz 5=138(LC 8) Max Uplift 3=-65(LC 8). 5=-153(LC 8) Nlax Grav 3=101(LC 13), 4=34(LC 3), 5=457(LC 16) FORCES. (lb) -:Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-334/162 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl.., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 Ibeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 lb uplift at joint 3 and 153 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.38380 MiTek USA, Inc, FL Cert 6634 8804 Parke East Blvd. Tampa FL 33610 Date: Mav 30.2018 ®WARNING Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and 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 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 Gambino T14170514 J36039 ZEJ6 Jack -Open 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MTek Industries, Inc. Wed May 30 10:39:27 2018 Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-eEvMhpEAsFgXnyMh6SchaJc7APdt5P9ve?AfxzBKtE 4-1-0 6-0-5 4-1-0 25� Scale=1:20.7 6 3x4 = LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 30.01 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 5-6 >999 240 MT20 244/190 TCDL 15.01 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.06 5-6 >992 180 BCLL 10.0' ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.04 4 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix -AS Weight: 26 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=178/Mechanical, 5=56/Mechanical, 6=47710-8-0 Max Horz 6=180(LC 8) Max Uplift 4=-116(LC 8), 6=-127(LC 8) Max Grav 4=195(LC 13), 5=89(LC 13). 6=481(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS , 2-6=-4191292 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=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has! been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 116 lb uplift at joint 4 and 127 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 8834 6* Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ®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 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 end/or chord members only. Additional temporary and permanent bracing A iTe k• is always requited for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the qI fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Gambino T14170515 J36039 ZEJ7 Jack -Open 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:28 2018 Page 1 I D:vRhCbhYoM5mQAs)_ToEg7yzDECO-6RTku9FodZoOP6xtfA7w6X9FTpyYgsD3tevCPNZBKtD 4-3-14 7-M 43-14 2-8-2 Scale = 1:21.8 R 6 3x4 = 1-3-12 6.4-d 5A-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0, Plate Grip DOL 1.25 TC 0.73 Vert(LL) -0.04 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.49 Vert(CT) -0.09 5-6 >724 180 BCLL 10.0 Rep Stress Incr YES WE 0.10 Horz(CT) 0.05 4 n/a n/a BCDL 10.0, Code FBC2017/TPI2014 Matrix -AS Weight: 28 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=200/Mechanical, 5=63/Mechanical, 6=500/0-8-0 Max Horz 6=193(LC 8) Max Uplift 4=-127(LC 8), 6=-128(LC 8) Max Grav 4=217(LC 13), 5=99(LC 13), 6=504(LC 16) FORCES. (lb), Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6=-477/329 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has, been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 4 and 128 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. 8) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. .Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6834 6W Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ® WARNING - Verify design paramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 101031201E BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not, a truss system: Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building desigri. 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 BCST 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 Gambino T14170516 J36039 ZEJ7A Jack -Open 3 1 Job Reference optional) East Coast Truss; Ft. Pierce, FL 34946 • 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:30 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-2pbVJrG29A26eQ4Gnb90CyEeWdeZlmwMKyOJTGzBKtB 45-14 7-0-0 45-14 2-6-2 Scale = 1:21.8 6 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 5-6 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.39 Vert(CT) -0.06 5-6 >982 180 BCLL 10.0 i' Rep Stress [nor YES WB 0.08 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 28lb FT=0% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP N0.3 WEBS 2x4 SP N0.3 REACTIONS. (lb/size) 4= 1 74/Mechanical, 5=55/Mechanical, 6=534/0-8-0 Max Horz 6=193(LC 8) Max Uplift 4==119(LC 8), 6=-151(LC 8) I�lax Grav 4=194(LC 13), 5=90(LC 13), 6=538(LC 16) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 12-6=405/284 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7;10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl4, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch 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 ibeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 4 and 151 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. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Alban! PE No.39380 MiTek. USA, Inc. FL Cett 6834 6964 Parke East Blvd.Tampa FL 33610 Date: Mav 30.2018 I ' i WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10/03/2015 BEFORE USE. Design valid foj use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not • a truss system.. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 11 is always required for stability and to prevent collapse with possible personal injury and property Mi'Tel.• damage. For general guidance regarding the Il fabrication, sto(age, delivery, erection and bracing of trusses and truss systems, see ANSI TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170517 J36039 ZEJ78 JACK -OPEN 5 1 Job Reference o tional East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTeK Industries, Inc. Wed May 3U 10:39:30 2016 Nage 1 ID:vRhCbhYoM5mQAsLToEg7yzDECO-2pbVJrG29A26eQ4Gnb90CyEdRdeLIImMKyOJTGzBKtB -3-2-4 -1-8-4 4-3-14 _ 7-0-0 1 6-0 1 8 4 4-3.14 2-8-2 Scale = 1:27.2 6I -3- 1 7- 13-12 -0- -0-0 5-4-4 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) -0.04 9 >981 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.40 Vert(CT) -0.06 7-8 >999 180 BCLL 10.0 Rep Stress Incr YES WB 0.16 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 33 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. All bearings Mechanical except Ut=length) 8=0-8-0, 2=0-8-0. (lb) - Max Horz 8=309(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 6 except 8=-105(LC 8), 2=139(1_13 8) Max Grav All reactions 250 lb or less at joint(s) 6, 7, 2 except 8=749(LC 13) i FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 34=372/577, 4-5=280/534 BOT CHORD 3-8=505/461 WEBS 4-8=-284/187, 5-8=-588/198 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exit C; Encl!, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has ibeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 6 except Qt=1b) 8=105, 2=139.1 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39390 MiTek USA, Inc. FL Cent 9934 6904 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ® WARNING -I 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 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 ANSUTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Gambino T14170518 J36039 ZEJ7C Jack -Open 3 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 2x4 3x4 5-8-4 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:31 201B Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-XO8tWBHgwUAzGZfSLlgdk9njsOxxl EUVZcBsOizBKtA Scale=1:23.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.91 Vert(LL) 0.08 3-4 >821 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.63 Vert(CT) -0.12 3-4 >531 180 BCLL 10.0 " Rep Stress Incr YES WB 0.00 Horz(CT) 0.07 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 20 lb FT = O% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. WEBS 2x6 SP No.2 REACTIONS. (lb/size) 4=297/0-8-0, 2=223/Mechanical, 3=74/Mechanical Max Horz 4=150(LC 8) Max Uplift 4=9(1-C 8), 2=132(LC 8) Max Grav 4=318(LC 13), 2=233(LC 13), 3=112(LC 13) FORCES. (lb) = Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-4=-263/72 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has�been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=132. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.39380 MiTek USA, Inc. FUCert 6634 8904 Parke East Blvd: Tampa FL 33610 Date; May 30,2018 ®WARNING - �Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ■• a truss system.lBefore 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 q fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type City Ply Gambina T14170519 J36039 ZEJ7T Jack -Open 9 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:32 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-?CiFkXllholgtjEeu?BsHNKz3QNGmgWfoGtQY8zBKt9 3-7-0 7-0-0 3-7-0 35-0 -"" 9 2x4 II 1x4 II 1� Scale = 1:22.9 LOADING (psf)' SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 ; Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.20 7 >322 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.33 BC 0.24 Vert(CT) -0.22 7 >284 180 BCLL 10.0 , Rep Stress Incr YES WB 0.08 Horz(CT) -0.09 5 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -AS Weight: 26 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. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=232/Mechanical, 5=35/Mechanical, 9=507/0-8-0 Max Horz 9=193(LC 8) Max Uplift 4=134(LC 8), 9=-125(LC 8) Max Grav 4=263(LC 13), 5=70(LC 3), 9=516(LC 16) FORCES. (lb) -!Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-9=-511/192 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl[, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has lbeen designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 4=134,9=125: 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum. sheetrock be applied directly to the bottom chord. 8) Waming: Additional permanent and stability bracing for truss system (not part of this component design) is always required. Thomas A. Albani PE No.38380 MiTek USA, Inc. FL Cert 0834 6904 Parke East Blvd. Tampa FL 33610 Date: May 30,2018 ®WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for, use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170520 J36039 ZEJ57 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:26 2018 Page 1 I D:vRhCbhYoM5mQAs)_ToEg7yzDECO-A2L_TTDX5yYg9onUY14S 1640h?LwMy6mPLQ5KVzB KtF 2-11-10 5-7-13 2-11-10 2-8-3 Scale = 1:18.4 1 ■3-14 0.4-6 3-10-10 LOADING (psf); SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 30.0. Plate Grip DOL 1.25 TC 0.30 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 15.01 Lumber DOL 1.33 BC 0.18 Vert(CT) 0.02 4-5 >999 180 BCLL 10.01 ` Rep Stress Incr NO WB 0.07 Horz(CT) -0.03 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 19 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 3=110/Mechanical, 4=5/Mechanical, 5=353/0-8-11 Max Horz 5=144(LC 8) Max Uplift 3=98(LC 8), 4=10(1_13 5), 5=-189(LC 8) Max Grav 3=121(LC 28), 4=51(LC 28), 5=395(LC 31) FORCES. (lb) _ Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=330/248 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; 6=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss haslbeen designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss hats been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 lb uplift at joint 3, 10 lb uplift at joint 4 and 189 lb uplift at joint 5. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) In the LOAD CPSE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) IStandard 1) Dead + Roof Live (balanced): Lumber Increase=1.33, Plate Increase=1.25 Uniform Loads�(plf) Vert: 1-3=-90, 4-6=-20 Concentrated Loads (lb) Vert: 9=82(F) 10=66(F) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6964 Parke East, Blvd. Tampa FL 33610 Date: May 30,2018 WARNIN­IV .... y design paramerers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ��• Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 Gambino T14170521 J36039 ZEJ76 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:29 2018 Page 1 I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-ad 176VFQOtwFOGW3Dte9fkiXVDKsZJNC6lfmxgzBKtC 4-6-0 7-6-5 4-6-0 3-0-5 I0 Scale = 1:22.6 _... 7 .....--- 5 3x4 = NAILED 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 30.0 Plate Grip DOL 1.25 TC 0.26 TCDL 15.0 Lumber DOL 1.33 BC 0.29 BCLL 10.0 ,' Rep Stress Incr NO WB 0.10 BCDL 10.01 Code FBC20171TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=123/Mechanical, 6=76/Mechanical, 7=323/0-8-11 Max Horz 7=192(LC 8) Max Uplift 4=-76(LC 24), 6=-105(LC 8), 7=260(1_C 8) Max Grav 4=126(LC 13), 6=158(LC 28), 7=411(LC 31) FORCES. (lb) !Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=211/331, 2-3=205/325 BOT CHORD 1-7=257/218 WEBS 3-7=403/88 v Ch A DEFL. in floc) I/defl Ud PLATES GRIP Vert(LL) -0.04 6-7 >999 240 MT20 244/190 Vert(CT) 0.04 6-7 >999 180 Horz(CT) -0.00 4 n/a n/a Weight: 34 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7 10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; End, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 4, 105 lb uplift at joint 6 and 260 lb uplift at joint 7. 7) "NAILED" indicates 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 9) In the LOAD CP,SE(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=1.33, Plate Increase=1.25 Uniform Loadsl(plf) Vert: 1-4=90, 5-8=-20 Concentrated Loads (lb) Vert: iI1=168(F=84, B=84) 12=133(F=67, B=67) Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 8904 Parke East. Blvd. Tampa FL 33810 Date: May 30,2018 ® WARNING - Nerfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. rat Design valid fo; use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not t:L--..G��YYttq a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage• delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambino T14170522 J36039 ZHJ5 Diagonal Hip Girder 2 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 u.zzu s may zv zu la Iva I eR nwusmes, nlu. vvau Tway Qu IU.0-00 — I ray, I ID:vRhCbhYoM5mQAsj ToEg7yzDECO-TOGdxsixS5QhVtprSjj5pasAGgfoV4woOwdz4bzBKt8 3-8-10 7-0-2 3-8-10 3-3-8 Scale = 1:17.3 IVMILCu ,�n,��v 6 3x4 = 4 2x4 II 2-3-9 2=9-3 6-10- 7�0-2 2-3-9 05-10 4-1� 0-1-$ LOADING (psf) j SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.03 5-6 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.33 BC 0.48 Vert(CT) 0.05 5-6 >984 180 BCLL 10.0 Rep Stress Incr NO WB 0.20 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 29 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x6 SP No.2'Except- 2-5: 2x4 SP No.3 REACTIONS. (lb/size) 3=108/Mechanical, 6=657/0-11-5, 5=137/Mechanical, 5=-137/Mechanical Max Horz 6=137(LC 8) Max Uplift 3=-101(LC 8), 6=483(LC 8), 5=-172(LC 17), 5=-137(LC 1) Max Grav 3=117(LC 28), 6=757(LC 31), 5=49(LC 24) FORCES. (lb) -1 Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1701598 BOT CHORD 1-6=-533/187, 5-6=-533/51 WEBS 2-6=-611/342, 2-5=52/549 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7;10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encli, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60, 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 3=101,6=483,:5=172. 7) "NAILED" indicates 3-10d (0.14811x3") or 2-12d (0.148"x3.251) toe -nails per NDS guidlines. 8) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=1.33, Plate Increase=1.25 Uniform Loadsj(plf) Vert: 1-3=-90, 4-7=-20 Concentrated Loads (lb) Vert: 10=152(F=76, B=76) 11=161(F=80, 13=80) 12=146(F=73, B=73) Thomas A. Albani PE No.3080 MiTek USA, Inc. FL Celt 6634 8904 Parke East Blvd, Tampa FL 33610 Date; May 30,2018 AWARNING -;Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not • a truss system.:Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■■�.YY building design! Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply Gambina T14170523 J36039 ZHJ7 Diagonal Hip Girder 2 1 Job Reference o tional East Coast Truss;, Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:34 201 B Page 1 ID:vRhCbhYoM5mQAsj_ToEg7yzDECO-xagO9CJZDPYX71010QEKMoP0UE1NEXgxFaMWclzBKt7 5-1-9 5.11-1 9-10-1 5-1-9 0-9-7 3-11-0 3x4 II 3x6 7 3X6 =5 NAILED NAILED NAILED = Scale = 1:23.5 LOADING (psf): SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 15.01 Lumber DOL 1.33 BC 0.33 Vert(CT) -0.08 6-7 >999 180 BCLL 10.0, ' Rep Stress Incr NO WB 0.22 Horz(CT) -0.00 4 n/a n/a BCDL 10.01 Code FBC2017/TPI2014 Matrix -MS Weight: 48lb FT=0% LUMBER- j BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 -Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-7: 2x6 SP No.2 REACTIONS. (Ib/size) 4=150/Mechanical, 6=145/Mechanical, 7=738/0-11-5 t Max Horz 7=188(LC 8) Max Uplift 4=79(LC 8), 6=-84(LC 8). 7=-41O(LC 8) Max Grav 4=150(LC 17). 6=265(LC 28), 7=795(LC 31) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-206/441, 2-3=-165/424 BOT CHORD 1-7=-366/211, 6-7=209/276 WEBS 3-6=-274/240, 2-7=-274/208, 3-7=-639/251 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except (jt=lb) 7=410. 7) Gap between jinside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: i1-4=-90, 5-8=-20 Concentrated !Loads (Ib) Vert:'11=96(F=48, B=48) 13=-1 61 (F=-80, B=-80) 14=86(F=43, B=43) 15=4(F=2, B=2) Thomas A. Albani PE No.39390 'MiTek USA; Inc. FLCert 8684 Bilk Parke East"Blvd. Tampa FL 33810 Date: May 30,2018 ® WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 rev. 1010212015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 Gambino T14170524 J36039 ZHJ7A Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss', Ft. Pierce, FL 34946 8.220 s May 24 2018 MiTek Industries, Inc. Wed May 30 10:39:35 2018 Page 1 ID:vRhCbhYoM5mQAsLToEg7yzDECO-PnOOMYKBzjgOkBzDa81Zv7yUZeKKz u5UE649TzBKt6 5-1-9 6-1-14 , 9-10-1 5-1-9 1-0-5 3-8-3 V9u 3x4 II NAILED 3x6 = NAILED NAILED "`� -3-9 -9-3 6-1-14 9-10- 2-3-9 ;910 3-4-11 3-8-3 Plate Offsets (X Y)— 14.0-2-14 0-0-81 LOADING (ps, SPACING- 2-0-0 TCLL 30.0 Plate Grip DOL 1.25 TCDL 15.0. Lumber DOL 1.33 BCLL 10.0; ' Rep Stress Incr NO BCDL 10.0 Code FBC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 `Except' 2-7: 2x6 SP No.2 CSI. DEFL. in (loc) I/deft Ud TC 0.61 Vert(LL) -0.08 6-7 >999 240 BC 0.48 Vert(CT) -0.08 6-7 >999 180 WB 0.23 Horz(CT) -0.00 4 n/a n/a Matrix -MS REACTIONS. (lb/size) 4=148/Mechanical, 6=62/Mechanical, 7=693/0-11-5 Max Horz 7=188(LC 8) Max Uplift 4=-61(LC 8), 6=-80(LC 8), 7=-516(LC 8) Max Grav 4=163(LC 17), 6=224(LC 28), 7=866(LC 31) FORCES. (lb) = Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-223/635, 2-3=-181/648 BOT CHORD 1-7=-548/231 WEBS 3-7=-724/216 Scale=1:23.5 Ia ch A PLATES GRIP MT20 244/190 Weight: 48 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch right, exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girdelr(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except at=lb) 7=516. 7) Gap between !inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-1 Od (0.148"xW) or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: h-4=-90, 5-8=-20 Concentrated (Loads (Ib) Vert: 11 1=152(F=76, B=76) 13=-161(F=-80, B=-80) 14=146(F=73, B=73) 15=18(F=9, B=9) Thomas A. Albani PE No.39380 MiTek USA, Inc. FUCert8034 Bilk Parke East, Blvd. Tampa FL 33610 Date: May 30,2018 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 Welk' always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see 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 I Job Tmss Truss Type Qty Ply Gambina T14170525 J36039 ZHJ7T Diagonal Hip Girder 1 1 Job Reference (optional) East Coast Truss, Ft. Pierce, FL 34946 d.zzu s may z4 zu-its mi I eK mausmes, Inc. vvea Ivlay du iusasa to-Io rage i I D:vRhCbhYoM5mQAsj_ToEg7yzDECO-tzymauLpkOoFMLYP7rGoRCUhcl gmiPnEjurdhwzBKt5 2-3-9 3-1-11 5-0-0 9-10-1 2-3-9 0-10-2 1-105 4-10-1 GAY - IVHILCU 10 3x6 = —1— 2x4 II NAILED NAILED LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 30.0' Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.04 8 >999 240 TCDL 15.0 Lumber DOL 1.33 BC 0.46 Vert(CT) -0.04 6-7 >999 180 BCLL 10.0 Rep Stress Incr NO WB 0.38 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 *Except* 3-9: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 *Except* 2-10: 2x6 SP No.2 REACTIONS. jib/size) 4=185/Mechanical, 6=132/Mechanical, 10=756/0-11-5 Max Horz 10=188(LC 8) Max Uplift 4=-106(LC 8), 6=-53(LC 8), 10=-405(LC 8) Max Grav 4=197(LC 28), 6=245(LC 28), 10=825(LC 31) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-199/411, 2-3=-685/297 BOT CHORD 1 1-10=-342/197, 6-7=-495/930 WEBS 3-6=877/483, 2-10=-473/275, 2-7=-432/895, 7-10=425/105 3x4 II Scale = 1:25.4 a PLATES GRIP MT20 2441190 Weight: 52 Ill FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. Except: 6-0-0 oc bracing: 7-9 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=18ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60 2) Plates checked for a plus or minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) Refer to girder1(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6 except Qt=lb) 4=106,10=405. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 9) Warning: Additional permanent and stability bracing for truss system (not part of this component design) is always required. 10) In the LOADI 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=1.33, Plate Increase=1.25 Uniform Loads (plf) Vert: 0-4=-90, 9-11=-20, 8-9=-20, 5-7=-20 Concentrated Loads (lb) Vert: 14=96(F=48, B=48) 15=-22(F=-11, B=-11) 16=-1 61 (F=-80, B=-80) 17=86(F=43, B=43) Thomas A. Albani'PE No.39380 MiTek USA, Inc, FL Cert 8634 6804 Parke&at Blvd: Tampa FL 33610 Date: May 30,2018 A WARNING L 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 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 M iTek� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, sidrage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Symbols Numbering System General Safety (Votes PLATE LOCATION AND ORIENTATION 14_13/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0Ae. For 4 x 2 orientation, locate plates 0- '10 from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the �r output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal --- - - --Plate-Eonnected-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 1� MiTek � 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 or X-bracing; is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSUTPI 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 ANSI/TPI 1 Quality Criteria. f