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Home My WebLink AboutTRUSS PAPERWORKs ® umber design values are in accordar . ;.Nith ANSI/TPI 1 section 6.3 RECEIVED '- T hese truss designs rely on lumber values established by others. NOV 0 5 2018 MiTek® Permitting Department St. Lucie County RE: J36612 - Watson Addition MiTek USA, Inc. Site Information• 6904 Parke East Blvd. Tampa, FL 33610-4115 Customer Info: Karleen Watson Project Name: Watson Addition Model: . Lot/Block: . Subdivision: . Address: 13505 Ave. K, . d� .City: Ft. Pierce State: FL. (- Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name. License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017lTP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 160 mph Roof Load: 55.0 psf Floor Load: N/A psf I This package includes 17 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Nam_ a I Date 1 1 T14869309 1 AO _ 8/20/18 12 1 T14869310 1 A02 I B/20/18 13 I T14869311 1 A03 1 8/20/18 14 1 T14869312 1 A04 1 8/20/18 15 1 T14869313 1 A05 1 8/20/18 1 16 1 T148693141 B01 1 8/20118 17 1 Ti 48693151 B02 1 8/20/18 1 18 1 Ti 4869316 1 B03 1 8/20/18 19 1 T148693171 FG01 1 8/20/18 1 110 I T14869318 I V 12 1 8/20/18 Ill I T1 4869319 1 V20 1 8/20/18 1 112 1 T148693201 V20A 1 8/20/18�8/20/18 1 113 1 T1 4869321 1 V20B 1 8/20/18 1 114 1 Ti ,4869322 I V20C 1 8/20/18 115 1 T14869323 1 V20D 1 8/20/18 116 1 T14869324 1 V4 1 8/20/18 117 1 Ti4869325 1 V8 1 8/20/18 SHOP DRAWING / SUBMITTAL REVIEW APPROVED ❑ APPROVED AS NOTED []REVISE AND RESUBMIT []REJECTED SUBMITTAL WAS REVIEWED FOR DESIGN CONFORMITYAND GENERAL CONFORMANCE TO CONTRACT DOCUMENTS ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOBSITE FOR TOLERANCE, CLEARANCE, QUANTITIES, FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COTMArchitectonic WORK WITH OTHER TRADES AND FUCONTRA TD CUMENTS By:Date: � Inc. Fort Pierce, FL 34950 i The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by East Coast Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. 1 IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g.., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters, or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. i i I Velez, Joaquin I� I P CC - 'ATE OF OR1 �N, DNA 41111f1�� k No.68182 �. FL Cert 6634 Job Truss T'.� - /pe _ Qty Ply W___ :'` ddition ' T14869309 J36612 A01 Monopitch Supported Gable 2 1 Job Reference o tional East Coast Truss,FL Pierce, FL - 34946, 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:10 2018 Page 1 ID:3R25nSF AvYyB_su?zxHFpymxdA-ELCHxxMthhYni4SO4i3iOFoc8YdS108Q2yBQaJym?3N 2-00 194-0 - Scale=1:37.9 12 1 x4 11 . 1 x4 11 1 x4 11 1 x4 11 1 x4 11 1 x4 11 1 x4 11 1 x4.11 2x4 11 194-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP. TCLL 30.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.01 1 n/r 120. MT20 2441190 TCDL 15.6 . Lumber.DOL 1.25 BC 0.11 Vert(CT) -0.02 1 n/r 120 BCLL_ ___ 0.6 Rep Stress Incr_ . ..YES. _ WB - 0.12 -. Horz(CT).. -0.00 . -13.. _ We n/a _- BCDL 10.0 Code. FBC2017frPI2014 Matrix-S :. - _--__ . _,- -_ Weight: 110lb F =0% LUMBER- - BRACING- _ TOP CHORD 12x4 SP No.2 TOP CHORD Structural wood sheathing directly applied.or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.2 except end vefcals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. , OTHERS 2x4 SP No.3 REACTIONS. All bearings,19-4-0. Max Horz (lb) - Max Upl ft ?All uplift 100 lb or less at joints) 13, 2, 14, 15, 16, 17, 18, 19, 20 Max Grav All reactions 250 lb or less atjoint(s) 13, 14, 15, 16, 17, 18, 19, 20 except 2=409(LC 1), 21=261(LC 1) FORCES. (IbI -Max. Comp./Max. Ten.: All farces 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=15ft; B=45ft; L=24ft; eave=2ft; Cat. it; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane -of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult.qualifted building designer as per ANSI/TPI-1. 3) Plates checked for a plus or minus 0 degree rotation about its center. - 4) Gable requires.continuous bottom chord bearing: - 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. 7) ' This truss'has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 8) Provide mechanical connection (by others) of truss to bearing plate cepabte.of withstanding'100 lb uplift at joint(s) 13, 2,14,15, -16; 17, 18, 19, 20. 9) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. - - Joaguin:Vele?ENo;88162- Wr USA; Ind. F.L`Cert 6'834� 6904.Patke-East BLvd.Tampa FL,3361Q` Date: Auqust 20,2018 11 _ WARNING- Vedty design parameters and READ NOTES ON.THIS.AND INCLUDED MITEK REFERENCE PAGE 111II-7473.rev. 10103/2015 BEFORE USE _ -��- Design valid for use only with MITekO connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability,of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling 'of Individual truss web andfor chord members only. Additional temporary and permanent bracing - MITe K•' - Is atways!required for stability and to prevent collapse with possible. personal Injury and property damage. For general guidance regarding the - - fabdcat6, storage, derrvery,.erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB•89 and BCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandda, VA 22314. - - - - 8904 Parke Blvd. East . rk East Tampa, I _ R � I Job ITruss IJ36612 I IA02 East Coast Truss, Ft. Pierce, FL - 34946, -2-0-0 TP_ ,`rpe lNonopitch 2-M 6-11-12 I i 10-0-13 � 10-0-13 Qty Ply We`-_,_`_dditlon _ T14869310 5 1 Job'Reference o tional 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:11 2018 Page 1 ID:3R25nSF AvYyB_su?zxHFpymxdA-iYmggHNVY7gdKE1a_eQaxxTLhcylBmOjaGcx 6mym73M —13+1-13 ,___—19-75_.- 6-2-0 6-5-8 Scale = 1:42.4 3x4 = 5x6 = 6 13 (b 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 0.82 Vert(LL) -0.17 8-12 >999 240 MT20 244/190 TCDI, 15.0� Lumber DOL 1.25 BC 0.97 Vert(CT) -0.40 8-12 >580 180 - :=- BCLL- - 0.0 t Rep Stress Incr- . -- YES • • - _ WB •- 0.42 14z(CT). 0.10 13 _ _ n/a - - - n/a _ BCDL___10.0 Code FBC2017/rP12014 Matrix -AS Weight: 101 lb FT=O%e ' LUMBER- BRACING- - TOP CHORD i2x4 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 ' 12x4 SP No.3 WEBS 1 Row at midpt 5-7 OTHERS 12x4 SP No.3 REACTIONS. I (Ib/size) 2=1264/0-8-0, 13=1029/0-3-5 Max Horz 2=232(LC 5) Max Uplift 2=111(LC 8), 13=87(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2277/62, 3-5=1697/13 -7-9=-34/819, 6-9=34/819 ' BOT CHORD 2-8=140/2111, 7-8=50/1084 WEBS : I 3-8=721/143, 5-8=0/768,-5-7=1244/141,.6=13=1034/$8 - NOTES 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; fi=1511t; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed'; end vertical left and right exposed; Lumber _ DOL=1.15Qplate-grip DOL=1.60. .2) Plates checked for a plus or minus 0 degree rotation -about-its center:. ; 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 13 considers parallel.to grain value using ANSI/TPI 1 angle to,grain formula. Building designer should verify capacity of bearing surface: 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13 except at=lb) 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum . sheetrock be applied directly to the bottom chord. i __ I - - Jiiaquin.VeleiPENo:813182. - _ _ -MiTek`l1SA,iInc, F['Ceit8834. 69D4 Parke.East Blvd: Tampa 'FL 3a610 Date:. Auqust 20,2018 AWARNING - Vadify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473rev. 101031201E BEFORE USE. Design valid for use only with MITek® connectors, This design is based only upon parameters shown, and Is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MITGW Is ahvays 'required for stability and to prevent collapse withpossiblepersonal injury and property damage. For general guldance regarding the fabdcatiop, storage, delivery,.erection and bracing of trusses and truss systems, see, .._. ANSUTP11 Quality Criteria, D69-89. and. BCSI Building Component - - - - 6904 Parke East Blvd. -- - - Safety Truss Street, exan Information available from TruPlate Institute, 218 N. Lee Stt, Suite 312, Aldda,-VA 22314. - - - - - - - _ _ _ FL 36610 Job Truss Ti' ;pe Qly Ply WtAu_.� Adition T14869311 J36612 A03 Monopitch 1 1` Job Reference (optional)" East Coast Truss, I Ft. Pierce, FL - 34946, 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:12 2018 Page 1 ID:3R25nSF_AvYyB_su7nrHFpymxdA-AkK2Mc08JJoUxOcnB76AUguf3L58VrsjVGgXeCym73L _.-13-1-13 . .19-75-- ~ 6-11-12 6-2-0 6-5-8 _. Scale = 1:41.3 3x4 = 5x6 = d b 12 g M j 3x4 =. 3x4 = 3x8 = 1n_rLVA ts_7 5 LOADING (psf)f SPACING- 2-0-0 CSI. DEFL. In (loc)/ Vdeft Lid PLATES GRIP' TCLL 30.0I Plate Grip DOL 1.25 TC0.84 Vert(LL) -0.18 7-11' >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.99 Verl(CT) -0.43 7-11 >539 180 - BCLL 0.0 Rep Stresslncr --•,-YES WB.. -0.43 Horz(CT)- 0A1 ;:- 12 n/a - n/a ' _-__-BCDL_,. .10.01- Code FBC20171rP12014 ._ _ Matrix -AS _ Weight:'98lb '. FT=O% LUMBER- BRACING- - - - TOP,.(ZHORD . +2x4 SP No.2 ,' _ = TOP CHORD _ Structural wood sheathing directly applied, exceP end Verticals.- ' BOT CHORD �2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. - WEBS 12x4 SP No.3 WEBS 1 Row at midpt. 4-6 OTHERS I2x4 SP N0.3 REACTIONS. kIb/size) 1=1071/0-8-0, 12=103810-3-5 Max Horz 1=219(LC 5) Max Uplift 1=29(1_C 6), 12=-92(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD i 1-2=2336/90, 2-4=1736/32, 6-8=-38/827, 5-8=38/827 BOT CHORD j 1-7=170/2175, 6-7=56/1098 WEBS; 2-7=756/160, 4-7=0/805, 4-6=1261/149,-5-12=1044/92 NOTES- I -- -- - - - 1) Wind: ASCE 7-10; Vult=160niph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0:18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1:60 plate grip DOL=1.60 2) Plates checked for a plus or Minus 0 degree rotation about its center. . 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. _p 4) • This truss has been designed for a live'load of 20.Opsf on the bottom chord in all areas where a.rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. - 5) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. _ 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 12. 7) This Tuss design -requires thdt a:minimtim of.7/16' structural wood sheathing, be applied directly to the top chord.and 1/2" gypsum sheetrock bte applied directly to the bottom chord. j Joaquin:VelezPENq:B$182:: , MTek',l)SA;;In"a:F.L'Cert8934:;. , 6904. Pafke East Blvd: Rarnpa'FL 33610 Date- Ar ...+7n W)lQ ®WARNING. V ft 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 Mrrek® connectors. This design Is based ony upon parameters shown, and is for an Individual building component, not at ss 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 ahvaystequired for stability and to, prevent collapse with possible personal Injury and property damage.. For general guidance regarding the„- _ fabrication, storage, delivery, erection and bracing of trusses and truss systems. see _ ANSVTPI1 Quality. Criteria, DSB-89 and BCSI Building Component. Safety Information available from Truss Plate Institute, 218 N: Lee Street, Suite 312, Alexandria, VA 22314. - 6904 Parke EastBlvd. 'Tampa; F1 36610 Job Truss = TIC, pe Qty Ply T14869312 Wa., ,.r'ddition . J36612 A04 Monopitch 8 1 Job Reference (motional) East Coast Truss, Ft. Pierce, FL - 34946, 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:13 2018 Page 1 ID:3R25nSF_AvYyB su?zxHFpymxdA-ewuQayOm4cwLZYBilgdP0uQ211TfEHIMkwQ4Beym73K 7-1-5 6-3-9 - 6-7-1 - — r Scale = 1:39.5 . 3x4 I I I 5 4.00 12 3x4� -- - - - - - - -. -- - - --- - -- 4 j 3x4 1x4 O 3 2 " 3x4 = -- 3x4 = 3x4 = - 5 — 4x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL: in (loc) -Vdefl Ud PLATES GRIP TCLL 30.0i Plate Grip DOL 1.25 ,. TC 0.74 Vert(LL) -0.18'. 6-8 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL .1.25 BC 0.78 Vert(CT) -0.42 8-11 >574 180 BCLL 0.0 Rep Stress lncr : - YES - - -WB •_0.47 Horz(CT)--:0.05- - 6-n/a..'- - n/a-- - ---- ---- -• - - -- -- BCDL . 10.0 Code FBC2017/TPI2014 Matrix -AS . _ - . ... ..Weight:,98ab " FT=O% ' _ LUMBER- I BRACING. - - TOP CHORD. 2x4 SP No.2 - ' TOP CHORD --Structural wood shealhingAirectly-applied, except end verticals. BOT CHORD 2x4 SP No.2 -LxcepC BOT CHORD Rigid ceiling directly applied. 1-7: 2x4 SP No.1 - WEBS - 1 Row at midpt '4 6 WEBS 2x4 SP NO.3 REACTIONS. ,(Ib/size) 6=1092/0-8-0, 1=1092/0-8-0 Max Horz 1=298(LC 7) Max Uplift 6=70(LC 8), 1=55(LC 8) FORCES. (to)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. - TOP CHORD 1-2=2385/172, 2-4=1780/112 BOT CHORD I 1-8=-142/2218; 6-8=72/1125 WEBS - I 2-8=759/164, 0=0/829, 4-6=1337/151 _ NOTES- :< 1) Wind: ASCEi 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Ericl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60- 2)'P,lates checked for a plus or minus 0 degree rotation about. its, center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - - - 4) *This truss has been designed for a live load of 20.Opsf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 1. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top. chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. j i I I _ joaquiri.Velei;PEN o:68162. Week USA,.Inc: EL'Ced 6634, , 6904 Parke EasE Blvd; Tarnpa'FL 33610 I - date: August 20,2018. AWAFWNG.- Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MrrekO connectors. This design Is based only upon parameters shown, and is for an Individual building component, not 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 , V1�T®K-: Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the -' .I _ _ - _ fabrication, storage, delivery, erection and bracing oftrusses and truss systems,. see. , ANSITfPi1 Quality Criteria, DSB-a9 and.BCSI Building Component _ _ - 6904 Parke East Blvd. -- • - - Safety Information available from Truss Plate Institute, 216 N: Lee Street, Suite 312,-Alexandda, VA 22314. - Tampa; FL. 36610 I . Job Truss J36612 AO East Coast Truss, I Ft. Pierce, FL - 34946, -2-0-0 1 2-0-0 T', _ _ _,�;rpe Oty Ply Watson AddtBon T14869313 Monopitch 5 1 Job Reference (optional) 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:14 2018 Page 1 ID:3R25nSF AvYyB_su?zxHFpymxdA-66SonIPOrn/2CBim9JY8eZ5zFz9p5zksOya9ej5ym?3J 7-1-5 - 6-3-9 6-7-1 Scale=1:40.4 3x4 II 6 Plate Offsets (X!Y)— 12:0-0-14,Edge1 LOADING (psfj SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl. Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL), -0.18 7-9 >999 240 MT20 244/190 TCDL 15.0 -. _ Lumber,DOL • _ - .. 1.25, -:- BC.. - .0:77 . _ _-:. Vert(CT)., _ -0.38- 9-12 >633 _ _ 180 — -BCLL 0:0 '• Rep Stress Inca. YES _- WB . '0.41i Horz(CT) 0.05 .' - 7 .. -' n1a- ' ;n/a BCDL 10:0 - -Code.F.BC2017/TP12014 Matrix -AS - - -- . -- Wei6ht:-99 lb-. FT- 0% -` BRACI G - - - —• - LUMBER- - TOP. CHORD 2x4 SP No:2 TOP CHORD Structural wood sheathing directly applied,. except end verticals. BOT CHORD 12x4 SP No.2 `Except BO,T CHORD Rigid ceiling directly applied. 2-8: 2x4 SP No. 1. WEBS _ 1 Row at midpt 5-7 WEBS I2x4 SP No.3 REACTIONS. ' (lb/size) 7=1082/0-8-0; 2--1286/0-8-0 ' Max Horz 2=311(LC 7) . Max Uplift 7=65(LC 8), 2=137(LC 8) FORCES. (lbj -Max. Comp./Malt. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I 2-3=2327/145, 3-5=-1741/94 - BOT-CHORD 1 2-9=113/2157, 7-9=72/1110 WEBS 1 3-9=-726/149, 5-9=0/793, 5-7=1319/142 NOTES- _1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9 Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. -' ll;-Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever -left and righ"h efiposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60;' 2) Plates checked for a plus or, minus 0 degree rotation about its center. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss 'has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom.chord and any other members. 5) Provide mechanical connection (by.others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 7 except.at=lb) 2=137. 6) This truss design requires'that a.minimum of WW' structural wood sheathing be applied directly to the.top chord and-1/2" gypsum _ sheetrock be applied directly to the bottom chord. - I ' _ _ _ � Joaquiri.VeleiPENo:88182_ .. .. i 'Miiek;USa,;lnc;F.C'CeR�8B34' . 6904 Paike:t;agt Blvd: Tampa;Fl 33610: August 20,2018 ®WARNING- V�iffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7479 rev. 10/09/2015 BEFORE USE. Design valid for use only with Mlrek® 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 NNW - is - alwaysirequired for stability and to prevent collapsewith possible personal Injury and property damage: For general guidance regarding the _ fabdcaliop, storage, delivery; erection and bracing of trusses and tmss. systems, see . ANSVTEIt Quality.Cdterla, DSB419 and BCSI Building • Component . _ ----- - _, 6904 Parke East Blvd.-- - Safety Information available from Truss Prate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314.- . Tampa; FL 36610 _ 1 East Ft. Pierce, FL - 34946, 0 T"' 8.220 s May 24 2018 MiTek ID:3R25nSF_AvYyB_su?zxHFpymxdA-a 7-M 4x4 = 5 ` Inc. Mon Aug 2C 09:33:15 2018 Pagel : B3orLMtFft5JVS6ZKvil IABEvBFXym?31 16.0-0—_- 2-0-0 Scale =129.2 I� ' I 3x4 = ,v i is , , ,.. I 3x4 = ' 1 x4 11 1 x4 11 1 x4 11 1 x4 11 1 x4 11 14-0-0 = :-L•OADING (P* SPACINGe- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP y TCLL 30.0 Plate Gr p.DOL 1.25 TC 0.40 Vert(LL) -0.04 9 n/r 90 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.09 Vert(CT) -0.06 9 n/r 120 BCLL `. 0.0 ' Rep Stress Incr YES.- • _' WB . 0.04 Horz(CT) A.00- 8 _ n/a n/a- BCDL. " . ".10:0!' Code FBC2017l1PI2014 ' - - c Matrix-S Wind(LL') 0:01 9' n/r 120 ` -" Weight:'59:Ib _ FT=O% LUMBER- BRACING - TOP CHORD 2x4 SP—No.-2 - TOP CHORD Structural wood sheathing directly applied or-6-0-0 oc purlins. . BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or10-0-0 oc bracing. OTHERS I2x4 SP N0:3 REACTIONS. I All bearings 14-0-0. (lb) - Max Horz 2=-48(LC 6) Max Uplift • All uplift 100 lb -or less atjoint(s)'13, 11. except 2=-126(LC 8), 8=126(LC8) Max Grav All reactions.250-Ib or less at joint(s) 12, 13, 14, -11, 10 except 2=403(LC 1), 8=403(LC 1) FORCES. (lb)'- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced 'roof live loads have).eemconsidered forthis.design. 2) Wind: ASCE17-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Ex B;-Encl.-, GC i=0.-18; MWFRS' directional cantilever left and right exposed ; end vertical -left and tight exposed; -Lumber - - - - -- - - --- -- DOL=1.60 plate grip DOL=1.60 -` 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1.- 4) Plates checked for a plus or minus 0 degree rotation aboutits center. ` 5) Gable requires continuous bottom chord bearing. _ 6) Gable studs spaced at 2-0-0 oc:. 7) This truss has been designed foral 0.0 psf bottom chord live load nonconcurrent with any other live loads. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 13, 11 except Ut=lb)2=12,, 8=126.„ . _ _.. _ - _ 4 _ _ - ,loaquiri Velez'PE No:88182 _ mark USA,1no FL Celt iliX . 69D4 ParkarEast Blvd Tampa FL 3361Q+ � Date: • - August 20,2018 ®WARNING - VerUy daslgn parameters and READ NOTES ONXHIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must.verify the applicability of design parameters and property incorporate this design into the overall 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 collapsewith,possible personal Injury and property, damage. For guidance regarding the. t' - fabrication, storage, delivery„aredion and.brecing of trusses and truss systems, see "UTPl1 Quality Criteda,.DSB•89 and BCSI Bullding.Component . ___ _ _. - _ _ ,MrTe'C• _ - - 6904 Parke East Blvd. - - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandda, VA 22314. - - - .- 'Tampa, FL 36610 i ]Job i J36612 East Coast Truss,, Truss T B02 Commc Ft. Pierce, FL - 34946, -7-0-0 Qty JPly Watson addition - •T14869315 4 1 Job Reference optional) 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:16 2018 Page 1 ID:3R25nSF AvYyB_su7zxHFpymxdA-2VZZC_ReMXJwQ7wYQzA6eMZgzYORkhJQuelnzym73H --16-0- 7-0-0 22- 0 " Scale=1:29.2 3X4 = LOADING (psf)I SPACING- 2-0-0 CSI. DEFL. in I. (loc) Vdefl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) -0.09 6-12 >999 240 MT20 244/190 TCDL _ 15.0 Lumber DOL _ 1.25 BC 0.59 Vert(CT) -0.17 6-12 >986 180 BCLL •- 0.0'•' Rep Stresslncr_ _ .YES: WB. 012 -�-Horz(CT).. .0.02• -4 n/a-: =n/a _ _.. ... _ .. BQDL-` �0'01 Code FBC20171rP12014 - Matriz AS _ - "`- - '_ - - "" ' - "-- -Weight: 52'Ib FT 0% . LUMBER- I 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. I(lb/size) 2=954/0-3-8, 4=954/0-3-8 2=-48(LC 6) ' IMax,Horz Max Uplift 2=121(LC.8),-4=-121(LC 8) - FORCES. (Ib)I- Max. Comp./Max, Ten. -All forces 250 (lb) or less except when shown. _ TOP CHORD 2-3=1387/56, 34=1387/56 ' BOT CHORD 2-6=0/1240, 4-6=0/1240 " WEBS 376=0/315 NOTES- 1) Unbalanced roof live loads have been considered for this design.-- 2) Wind: ASCEI7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; and vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 - - - - 7 3) Plates checked for a plus or minus 0 degree rotation'about its center. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) *This truss has been designed for alive load; of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall_ by 24)-0 wide ' will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=lb) 2=121, 4=1?1. 7) This truss design requires that a minimum of 7/le structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be! applied directly to the bottom"chordd - J6aquili.VelePEtJo:88184, NI11Fek:USAJ6 ,.F.L'CetB834; 690Q Pafke�East Blvd. Tampa FL 3361Q: Data: . AtiniiO 20 901 A WARNING -Verity design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. • Design valitl 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 parametersand property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing . M iTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the _ fabrication? storage, delivery„erection and bracing of trusses and truss systems, see -. 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, Alexandria, VA22314. - - - - - Tampa, FL 36610 Job ITruss Tfe _ - /pe Qty Ply I Watson Addition . J36612 B03 Common 1 1 T14869316 Job Reference (optional) East Coast Truss,) Ft. Pierce, FL - 34946, 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:17 2018 Page 1 ID:3R25nSF_AvYyB_su?zxHFpynixdA Wh7xPKRG7rRn29Vk_ghLBkbjCMrXABtSfYOIKPym?3G 74)-0 - -' 7-0-0.. - Scale=1:22.6 - 4x6 = 2 1; 3k4 = I - _ 1X4 u , 7-0 0 14-0-0 7-0-0 7-M Plate Offsets (X:YI- .3 T1:0-2-O.Edgel. 13:0=2-O,Edgel I LOADING (ps0i SPACING- 2-0-0 CSI. - DEFL. in , (loc) Vdefl Ltd PLATES GRIP TCLL. 30.01 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.12 , 4-10 >999 240 MT20 244/190 TCDL - r'-45.0 Lumber DOL - - .'1.25 :. . - _ BC •-• 0:79 - -- _-Vert(CT) : 70.22 4-10 • >781 _180. - BCLL 0.0'' Rep Stress.incr. YES WB_ „'0.12 Horz(CT) 0.03_ -_ 3-.:,_ .n/a: _ __n/a BCDL 10.0i Code FBC2017/rP12014: .- Matrix -AS Weight:.46 b. 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- - — REACTIONS. (lb/size) 1=770/0-3-8, 3=770/0-3-8 'Max Harz 1=37(LC 7) IMax Uplift 15-44(LC 8), 3=44(LC 8) FORCES. (lb), - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD I 14=1481/110, 2-3=1481/110 BOT CHORD 1-4=41%1352, 3-4=41/1352 WEBS. tzt� 2-4=0/328 ' NOTES 1) - 1) Unbalanced (roof live loads have been considered for this design. T 2) Wind: ASCE 7-10;-VuIt=160mph (37second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft;'Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left -and right exposed; Lumber -DOL=1.60 plate gtip 6OL=1.60 3) Plates checked for a plus or minus 0 degree rotation about its center. ; 4) This truss has,been designed for a 10.0 psf bottom chord liveload nonconcurrent with any other live loads.., 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle.3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 3. 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.. I � ' I Joaquin Velei';P.E No:88182.. MiTiik llskino: FL'Cert 8834: 6904Patke East Blvd; Tit FL 330111 Date: August 20,2018 _ A ®WARNING - Verify design parameters and READ NOTES'&TN/S AND INCLUDED M1TEK REFERENCE PAGE 1N11-7473 rev. 161012015 BEFORE USE. - �' - - Design valld for use only with MITek® connectors. This design ;a based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must.vedfy the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to preventbuckling of Individual truss web, and/or chord members only. Additional temporary and permanent bracing _ WOW, Is always required for stability and to prevent collapse with.possible personal injury and property damage. For general guidance regarding the.. .. - fabrication; storage, delivery, erection and bracing oftrusses 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 _ soatA I East Coast Truss, Ft. Pierce, FL - 34946, 3-97--- 3-9-7 T "Pn it Girder Oty. Ply Watson Additic 1 Job Reference 8.220 s May 24 2018 MiTek I ID:3R25nSF AvYyB_su?zxHFpymxdA-?uh. T14869317 Inc. Mon Aug 20 09:33:18 2018 Pagel 3-2-3 -- - - 3-23. -- • : -- 3-9-7 Scale = 1:23.2 3 13 11 4 3-9-7 -4x8 Plate Offsets (X Yl— I6:Edge.0-2-01. 17:0-3=0.0-4-01. I8:0-4-0.0-3-121, f9:0-3-0.0-4-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 I Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.09 8 >999 240 MT20 244/190 _ TCDL 15.0.1 LumberDOL - 7.25 =_ BQ- 0.96- -Vert(CT).._,0A7. 8 >951 - -180 _ BCLL 0.0; • Incr.. _ NO WB 0,75_ 0.03 _ 6. n/a n/a .. ,. BCDL 10.0 I _Rep_5tress _ . _ Code FBC2017/TP12014 ___, _- __ _ _ Matrix -MS _ _Horz(CT) _ _ - _ Weight:.218, lb FT = 0% — LUMBER- — BRACING- - TOP CHORD 2x6 SP N0:2 TOP CHORD Structural wood sheathing directly applied or 4-5-2 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-10,5-6: 2x8 SP No.2, 1-9,5-7: 2x4 SP No.1 REACTIONS. (lb/size) 10=79861077-4, 6=7986/0.4-13 Max Horz 10=108(LC 6) ' Max Uplift 10=699(LC 4). 6=699(LC 5) Max Grav 10=8183(LC 14), 6=0183(LC 13) FORCES. (lb) Max: Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-1Q=6985/619, -1-2=-8567/742, 2-3=-10854/929, 3-4=10854/929, 4-5=8567/742, 5-6=6985/619 — BOT CHORD 9-10=1151507, 8=9-770/8585"; 7-8-757/8566, 6-7-63/473 - — - WEBS 1-9=858/10024, 2-9=-3684/3,70, 2-8=-253/2951, 3-0=1739/186, 4-8-255/2951; ate• 4-7=3684/370, 5-7=858/10024 NOTES I " 1) 2-ply truss to be connected together witt> 10d (0.131'xW) nails as -follows: - Top chords connected as follows: 2x8: 2 rows staggered at D-9-0 oc, 2x6s staggered at 0-9-0 oc. Bottom chords connected as follows:"2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are Considered. equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute `only loads•noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-sec6nd gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.00sf; h=15ft; 8=45ft; L=24ft;:eave=4ft; Cat. _ II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber. DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Plates checked for a plus or minus 0 degree -rotation about its center. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide meciJanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) . 10=699, 6=699. Sly Girder carries tie-in span(s): 19-7.0 from 0-0-0 to 13-11-4; 24-8-0 from 0-0-0 to 13-11-4 _ Joaguiri.VelezPE No:88182-. LOAD CASE(S) Standard hl1Tek USA, Inc. FL Cert 6834 . 69D4Parke•East BIvd'TampafL 33610- 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Date: August 20,2018 'AWARNING - Verify design and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMIr-7473 10/03%Y015 BEFORE USE. -" parameters rev. Design valid for use only with WOO connectors.. This design Ia based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicabilityof design parameters and properly Incorporate this design Into the overall �- building design. Bracing Indicated is to prevent buckling of Individual truss web;and/or chats 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 W sses and truss systems, see- ANsign Ouality.Crlterla, DSB a9 and BCSI BuIlding Component - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ _.. Alex.a. . _ _ -- _ 6904 Parke East Blvd. Tampa, FL 36610 " rJ3 b Truss � T��;pe6612 FG01 Flat Girder East Coast Truss, Ft. Pierce, FL - 34946, — . LOAD CASE(S) Standard .-Uniform Loads !(plf) Vert: 1I 5=564(F=474), 6-10=-634(B=-614) Qly Ply .' wat's'onAddition T14869317 Job Reference o tional 8.220 s May 24 2018 Mi rek Industries, Inc. Mon Aug 20 09:33:18 2018 Page 2 ID:3R25nSF_AvYyB su?zzHFpymxdA-?uhJdgSuu9ZefJ4wYOCajx7zAm95vTPctC7rssym?3F . �WARN/NO - Verl%y design parameters and READ NOTES ON.TN/S AND INCLUDED MI REFERENCE PAGE M11-7473rev, l fiiW JOf69EFORE.USE. . Design vaA for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not - ��• a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building deign. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing RAM%V Is always required for stabilityand to. prevent -collapse whh:possible personal Injury and property damage, ,For general guidance regarding the L ' ._ ..__ _ •-- _ _ - _ _. fabrication,jstoroge, delivery, erection and,bracing oftrusses and truss systems, see , ._ANSVTPfl Quality. Criteria, DSB-89 and BCSI Building Component, _ _ _ _ -6904 Parke East Blvd.-.— - - — -- Safety Informatlon available from Truss -Plate Institute,-218 N. Lee Street, Suite 312, Alexandria, VA 223.14. .Tampa; FL 36610 • ` _ 36612 V12 East Coast Truss, Ft. Pierce, FL - 34946, p4m City Ply _iTVai.6"ddifi.. T14869318 1 Job Reference (optional) 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:18 2018 Page I ID:3R25nSF_AvYyEk_su?7xHFoymxdA-?uhJdgSuu9ZefJ4WYOCajx7sDmH4vdfctC7rssym?3F -12-0-0 6-0-0 44 2-0-0 CS1. 1.25 TC 0.86 .1.25 BC 0.45 r YES -0.09 P12014 Matrix-S 242/12-6-0, 4=639/12-0-0 1 (LC 8), 4=-22(LC 8) 251(LC 18), 4=639(LC 1) forces 250 (lb) or less except when s must.verify the applicability of design parameters aiding of Individual truss web andfor chord pse with possible personal Injury and oftrusses, and truss systems, see ANS 218 N. Lee Street, Suite 312, Alexandria, 2 3x4 IX4, _3x4 ZZ 12-M Scale= 1:18.9 considered LOADING (pso SPACING- DEFL. in (ldc).' I/defl' Ud PLATES GRIP TCLL 30 late Grip DOL Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15:'0 Plate DOL Vert(CT) n/a - n/a 999 RCLL 0.0 Rep Stress Inc Harz(CT) 0.00 3- Wa BCDL .10.0; .-Code F6C201 .36 lb- 0%_ Weight. - -ET LUMBER- BRACING- TOPCHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing dir.ectly.appfied or 3-9-12 oc purlins. - BOT CHORD 2x4 SP No.3 BOT CHORD Rigid.ceilin.g directly applied or 10-0-0 oc bracing. OTHERS �x4 SP No.3 REACTIONS. (lb/size) 1=242/12-0-0,3= Max Horz 1�27(LC6) axUplift-1-21(LCB),3=�2 ax Grav 1 =251 (LC 17)� 3= FORCES. (lb) - Max. Comp./Max. Ten. - All shown. WEBS 24�477/85 NOTES- 1) Unbalanced roof live loads -have been 2) Wind: ASCE 7-10; Vult=160mph (3-second BCDL=6.Opsf; h=15ft; B=45ft; L=24ft', eave=4ft"-Cat: 11; Exp B; Encl., GCpj=0.18; MWFRS (dire ad ; end vertical left and right exposed; Lumber DOL=1.150 plate grip DOL=1.60 3) Plates checked for a plus or minus 0 degree 4)�Gable reqtilreli continuous bottom chord b t I . :�' 7 5) This truss has been designed for a 10.0 ps t with any other live -loads. 6) * This truss has been designed for a live lo all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any 7) Provide mechanical connection ,(by others) withstanding 100 lb uplift at Joint(s) 1, 3, 4. t Joaquin' ViII&PE No:681 81: 'T� k6aidl. 6041 Blvd: Tampa; FL 336.10 August 20,2018 for this design. gust),Vasd=124mph; TCDL=9.Opsf,, ationil); cantilever left and right expos a rotation about its center. eadrig. . - f bottom Chord live load nonconcurren ad. of 20.Opsf on the bottom chord in ilher members. of truss to bearing plate capable of w D NOTES ON THIS AND INCLUDED MITEK This design Is based only upon parameters shown, I Qty Ply VlFa son`, dition Job Truss l rpe • T14869319 J36612 V20 GABLE 2- 1 Job Reference ?optional) East Coast Truss, Ft. Pierce, FL - 34946, 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:19 2018 Page 1 . ID:3R25nSF_AvYyB_su?zxHFpymxdA T4FhgoTXfShVHTe765kpG9g4XAbreOnl6stPOlym?3E cr1-0-12 9-10 4 —----.-:--' - -- -- - 3x4 = 1x4 II 1x4 II 3x4 = 1x4 II 2x4 II Scale=1:40.6 1 1 2 3 4 1e S 19 •6 7 ' - f -2x4 I I -- - - 3x4 = 1x4 II I I , - 19-104 --__.-.8.._ - -- - 1x4 II - -2x4, II LOADING (pso SPACING- 2-0-0 ' CS1.. DEFL. in (loc) Vdeft Ud - PLATES GRIP - TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 15.0 , Lumber DOL 1.25 BC ,0.48 Vert(CT) 0.02 1-2 n/r 120 _ - BCLL O.Od' - Rep Stress Incr - -YES- - - - WB - _0.35 Horz(CT) -0.00 :8 n/a - n/a _ BCDL 10.0+ Code FBC2017lTPI2014 - Matrix-S - _ -: Weight: 115 lb FT = OW LUMBER-. 1, - BRACING. - -- _ TOP CHORD 2x4 SP-No.3 - _ TOP. CHORD Structural wood sheathing directly applied or 6-0-0 ocpurlins, BOT CHORD 2x4 SP N6.3 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. I All bearings 19-10-4. (lb) - Max Horz 12=-259(LC 6) ' Max Uplift All uplift 100.Ib or less atjoint(s) 8, 10, 9 except 12=238(LC 4), 11=156(LC 5) Max Grav All reactions 250 lb or less atjoint(s) except 12=413(LC 14), 8=258(LC 13), 10=610(LC 13), 9=674(LC 14), 11=690(LC 13) FORCES. (lb) i Max. Comp./Max. Ten. - All,forces 250 (lb) or less except Wtieh shown, TOP CHORD 2-12=376/255 WEBS 4-10=-428/95 6-9=485/122 3-11=-467/113 - - - - - NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9:Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right —exposed; end vertical left and right exposed; Lumber - DOL=1.60 plate grip DOL=1.60 . .- - 2) Provide adequate drainage to prevent water ponding. -- ---- 3) Plates checked for a plus or minus 0 degree rotation about its center.', 4) 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 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-.0-0 wide will fit between the bottom chord -and any other members, with BCDL = 1 O.Opsf. _ 7). Provide mechanical connection (by_others) of truss to bearing plate capable of withstanding 100-lb uplift at-joint(s) 8, 10, 9 except (jt=lb) 12=238, 11=156. ®WARNING - Verity, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, -not - a truss system. Before use, the building designer must verity the applicablity.of design parametersand 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 reduired for stability and to prevent collapse with possible personal Injury.and property damage. For general guidance regarding the _ - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see-- ANSlITP11 quality Criteria, DSB-89 and SCSI Building Component _- Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Aiexandda, VA 22314. JoaguirrNelei PtY ".802. M7ek;l15A,ilnc.EL'Ced,8834; . 69Dd Parke�East 131vd: Tampa FL 73618 Diite: August 20,2018 -6904 Parke East Blvd. Tampa, FL, 36610 Job '. Truss l', ;rpe iq Qty Ply Watson Addition - T14869320 J36612 i V20A GABLE 2 1 Job Reference (optional) East Coast Truss; FL Pierce, FL - 34946, 8.220 s May 24 2018 MTelcIndustries, Inc. Mon Aug 20 09:33:20 2018 Pagel ID:3R25nSF_AvYyB_su?zxHFpymxdA-xGp32MU9QmpMvdDJfoF2oMDF�NVkvLWdywkym?3D -- Scale = 1:36.0. 3x4 = 1x4 II 1x4 II 3x4 = 1x4 II 2x4 II 1 2 I 3' 13 4 14 5 15 6 7 ' 'z 17-1 'r -- ... -- -12;. —--— ------- --•- -�----'11' ._-___.— '' _ .10 _-_. -- -- ---- - 9 ' -- .. -_ },. _ 82x4 II.- _ - t 2x4 II "'_ - --- .. _.. ---- -3x4-= -- -- — - 1x4 .. .. 19-104 - 19-10-4 LOADING (psf) SPACING- 2-D-0 CSI. DEFL.. in (loc) Well Ud PLATES GRIP - TCLL 30.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.01 1 n/r 120 . MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.01 1 n/r 120 - ; ,BCLL 0.0 ' Rep Stress.lncr- -YES WB---0.24 Horz(CT)- -0.00 8 - n/a `--n/a. - BCDL 10.0 : Code FBC2017/TPI2014 Matrix-S -- Weight: 106 lb FT '= 0% LUMBER- BRACING.. - — TOP CHORD '2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOT CHORD 12x4 SP No:3 _ except end.verticals. WEBS . 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS. I2x4 SP No.3 REACTIONS. Ali beatings lg-10-4. (lb) -, Max Horz 12=-214(LC 4) Max Uplift -All uplift 100,Ib or less atjoint(s) 8, 10, 9 except 12=186(1_13 4), 11=104(1_10 5) Max Grav All. reactions 250 lb or less at joint(s) except 12=376(LC 14), 8=260(LC 13), 10=611(LC 13), 9=671(LC 14), 11=650(LC 13) I . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=339/206 7" WEBS 4-10=428/92, 6-9=484/11 9,,3-11 =-466/109 -- - - NOTES-:- 1).Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf;.BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=t60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. - 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) 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 fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by,others) of truss to bearing plate capable of withstanding 100 Ib.11plift at joint(s) 8, 10,:9. except (jt=1b) 12=186, 11=104. I- Y Jliaquiri.Vejez PENo:68162 _ MITek`USA;1nc:FL'deft 6634 .. 6904:Parke�Eaet Blvd: Tampa FL 831,10 Data, I - A& WARN/ND - Verify design parameters and READ NOTES ON TN/S AND INCLUDED MITEK REFERENCEPAGE Mll-7473 rev. 1010312015 BEFORE.NSE. - - Design valid for use only with Mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the•building designer mustmerify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing IndieateA is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing . T ' ' Is always required for stabilityand to prevent collapse with possiblepersonal Injury and property damage. For general guidance regarding the =' - .M ITO . _ - .K•. . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVFPN Qua1lty;Criterla, DSB-89 and-BCSI Building Component _ East 6904 Parke East - Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . 'Tampa, rL -r,Ipe IJ36612 I V20B East Coast Truss; Ft. Pierce, FL - 34946, -- -1-0-12 - �--- - 1-0-12 IQty Ply WatsortAddition T14869321 2 1 Job Reference (optional) 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:21 2018 Page 1 ID:3R25nSF_AvYyB_su?zxHFpymxdA-PTNSFhVnB4xDWmoVDWmHLaIQA. Ji6zW2ZAMVrBym?3C - 19-10-4 - - - - Scale=1:35.5 II ' 12: .. 11 10 9 8 2X4 I I 2x4 II - 3x4 = 1X4 II ` 1X4 i 19-104 ' ro •rn e LOADING (psf) SPACING- 2-0-0 CSI. DEFL•. in (loc) I/de.fl . L/d PLATES GRIP' . TCLL 30.0 _Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.00 1 n/r._. 120 MT20 244/190 TCDL 15.6 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.01 1 n/r . 120 - BCLL 0.0 ' - Rep Stresslncr YES- WB • 0.15----_ -Horz(CT) - -0.00 ;8 n/a '- n/a BCDL 10.0 Code FBC2017lrP12014 Matrix-S Weight: 94lb FT'=O% LUMBER- BRACING- - - TOP CHORD ,2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, 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. I All bearings 19-10-4. (lb) - F Max Horz 12=-157(LC 6) Max Uplift All uplift 100 lb or less at joints) 8, 10, 9, 11 except 12=135(LC 4) I Max Grav All'reactions 250 lb or less atjoint(s) 8 except 12=354(LC 1),10=525(LC 1), 9=587(LC 1), 11=567(LC _ 1) - FORCES. • (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD f 2-12=311/157 WEBS_ "-10=r429/90,-6-9=481/1.16, 3-11=-463/105 NOTES- - - - - - - - - - - - - - - -- - - . 1) Wind: ASCE 7-10; Vult=160mph (3-second.g��Vasd=124mph; TCDL--9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp BrEncl, GCpi=0.18; MWFRS (directional), cantilever left and right exposed ; end vertical left and right exposed; Lumber . - 'DOL=1.60 plate grip DOL=1.60'`.' _ - 2) Provide adequate drainage to prevent water ponding. -` a 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 fora 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 betwe6n the bottom chord and any other members. 7) Provide mechanical connection "(by others) of truss to bearing plate capable of withstanding 100 lb -Uplift at joints) 8,10, 9, 11 except ` Gt=lb) 12=135. - Joaquin Velez -PEW oA8182. `f tek USA,,(1ic FL Cert 8634 69114 Parke•East 6 1 k Tarripa FL 336W Date: . August 20,2018 A kRNING- Verify design parameters and REAP NOTES -ON.THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. - Design valid for use only with M7ek® connectors. This design Is based only upon parameters shown, and Is for. an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall - building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the r MITe K• - . _ — fabricatlon,lstorage, delivery, :erection end bracing of trusses and truss systems, see - ANSIITB11 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 =04. _ ' . ' - --. - _- TampaFL- 36610 - P , . - I _ Job Truss Ts,- ,arpe City Ply Watson Addition T14869322 J36612 V20C GABLE 2 1 Job Reference o tional East Coast Truss, FL Pierce, FL - 34946, 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:23 2018 Page 1 ID:3R25nSF_AvYyB_su?zxHFpymxdA-LrUCgNWljhBxm4yulxalQ?nnnn?AaumL1 UrcX3ym?3A -1-0-12 19-104- _ 19A0-4 1-0-12 - _ - Scale = 1:35A 3x4 = 1x4 II 1x4 II 3x4 =- 1x4 II 2x4 II .2x41 II 3x4 = 1x4 II 1x4 II 19-10.4 19A0d . I LOADING (psf) TCLL 30.0 TCDL 15.0 - BCLL •- - 0.6 `- • BCDL 10.0 SPACING- 2-0-0- Plate Grip DOL 1.25 Lumber DOLE,, ,. .1.25 Rep Stress"Tince YES Code FBC2017ffP12014 CSI. TC 0.68 BC 0.32 WB 0.10 Matrix-S DEFL. in (loc) -Bdefl Ltd Vert(LL) 0.00 1 n/r 120 Vert(CT) ., 0.01 1 n/r 120 - :Horz(CT). - -0.00 8 n/a n/a _ PLATES GRIP MT20 244/190 Weight: 84 lb FT = O% LUMBER- -- BRACING- - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6.0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or_10-0-0 oc bracing. , OTHERS 2x4 SP No.3 REACTIONS. I All bearings 19-10-4. (Ib)- Max_Horz 12=101(LC.7) Max Uplift All uplift 100.Ib or less at joint(s) 12, 8, 10, 9, 11 Max Grav All reactions 250 lb or less at joints) 8 except 12=356(LC 1),10=526(LC 1), 9=583(LC 1), 11=563(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD I 2-12=313/123 .WEBS - 4-10=-431/89,-6-9=-478/113,:3-11=460%103 NOTES-i 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 pate grip DOL=1.60 :. :.. _ . 2) Provide adequate drainage to prevent water ponding. - 3) Plates checked for aplus or minus 0 degree rotation about its center. 4) Gable requires continuous bottom chord bearing. 5) This truss hasbeen 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-9-0 wide wilbfit betweeh the bottom chord and any other members. 7) Provide mechanical _connection.(by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 12, 8, 10, 9, 11. _. . I - Joaquiri:Veidi PE No:88W. MiTek,USA;;Inc. KCert_8834; _ 69U4 Park.:East 8Iyd. Tampa F1 37...Q:' August 20,2018 . ' ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII.7473 rev. fd(03/2015 BEFORE USE. • - Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ng M!Tek' Is always required for stability and to prevent collapse with possible personal injury. and property damage. For general guidance regarding the __ fabrication/ storage, delivery,:erectionand bracing of trusses and truss systems, see .--ANSU P11-Quality Crlterla,.DS8.89 and BCSI Bullding.Component - _: _ Safety Information available from Truss.Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . _ _ _ 6904 Parke Fast Blvd. --- - - -- �. - - ... -_ _ _ -_ _ _ _ _ - -Tampa, FL. 36610 - - - - - [J3ob - Truss 6612 V20D East Coast Truss; Ft. Pierce, FL - 34946, A-0-12- -_ --- ---« 1-0-12 . Qty • Ply Wacson Addition T14869323 2 1. Job Reference o tional ' 8.220 s May 24 2018 MiTek Industries, Inc. Mon Aug 20 09:33:23 2018 Page 1 ID:3R25nSF_AvYyB_su?zxHFpymxdA LrUCgNWljhBxm4yuLxolQ?ftm?2auyLlUrcx3ym?3A - . 19-10-0 - - - Scale=1:35.1 11 .- 2x4 II 1x4.11 1x4 II 1x4 II 2x4 II 19-10A r 19-10A LOADING (pso SPACING- 2-0-.0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 6.00 1 nlr . 120_ MT20 244/190 TCDL 15.0 I Lumber pOL 1.25 BC 0.33 Vert(CT) 0.00 1 nlr • 120 BCLL 0.0 i' Rep Stress lncr-- YES WEI -- 0.09 - Horz(CT) 0.00 _"" 8 _. n/au "- rl/a-- BCDL 10.0 ' Code FBC2017(TPI2014 Matrix-R Weight: 66 lb FT = O% LUMBER- BRACING- _ TOP CHORD - 2x4 SP No3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2i 4 SP No.3 _ REACTIONS. All bearings 19-10-4. (lb) - Max Horz 12=44(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) 12; 8,10.9. 11 . - Max Grav All reactions 250 lb or less atjoint(s) 8 except 12=359(LC 1). 10=528(LC 1), 9=580(LC 1), 11=560(LC . 1) FORCES. (Ib) -,Max. Comp./Max. Ten.: All forces 250 (lb) or less except when shown. TOP CHORD 2-12=316/103 WEBS _ _ 4-10=-433/89, 6-9=475/111, 3-11= 455/99__ NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=9.Opsf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl.1, GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber -.... ._ `DOL=1.60 DOL=1.60 - plate grip • 2) Provide adequate drainage to prevent water ponding. . _ 3) Plates checked for a plus or minus 0 degree rotation about its center. 4) Gable requiresl continuous bottom chord bearing. 5yThis 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 fora live load of 20.0psf on the bottom chord in all areas.where a rectangle 3-6-0 tall by 2-0-0 wide will fit between'the bottom chord and any other members. - 7) Provide mechanical connection (bybthers) of truss to bearing plate capable ofwithstanding-100lb- uplift'atjoint(s) 12, 8, 10, 9, 11- - I - _ - ., � 'Joaquin Velezptr No`88182 � . _ MiTek USA, Inc. FL Cert 8634 6*7 Parke East Blvd Taitipa FL.3 1Q Date: - August 20,2018 WA RIVING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev .1010312016 BEFORE USE. Design valid foriuse 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 mustmerify 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 temporaryand permanent bracing M iTek- _ - is always required for. stability and to prevent collapse whh,posslble personal Injury and property damage. For general.guldance regarding the - _- - fabrication, storage, delivery,.erecdon.and.bracing of trusses and truss systems, see_ _-_--ANSUTPI1.Auallty.Criteria, DS&89 and BCSI.Building Component. _._ __ . _- _ _ - -6904 Parke Fast Blvdr - --- -- -- -^-- - - Safety_IMomiatIon available from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria VA 22314.. Tampa, FL 36610-_- Jab i Puss - J36612 East Coast Truss, Ft. Pierce, FL - 34946, 1 __qpe /alley 2-0-0- 2-M .. _ 4.00 12 2 1 City Ply V4:t . `addition T14869324 1- 1 Job Reference (optional) 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:24 2018 Page 1 ID:3R25nSF AvYyB_su?zxHFpymxdXp22AVfU_JnNEX4ueJ_zCN5QBPoJMXUG8bA4Vym?39 2-0-0 Scale=1:7.5, 3 4-D-0 e 4-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) 9/defl Ud PLATES GRIP TCLL 30.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.11 Vert(CT) n/a - n/a 999 BCLL- O.OI' - RepStress:lncr -_ YES. WB. 0.00 Horz_(CT). _0.00•- 3 -,n/a-:.n/a- BCDL 10.0 , Code FBC2017/7 PI201`4 Matrix-P Weight: 9 lb FT = 0"/0 , LUMBER- I BRACING - TOP CHORD 2x4 SP No.3 -. - TOP CHORD - - Structural wood sheathing directly applied or 4-D-0 oc.purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid -.ceiling directly applied or'10-0-0 oc bracing. REACTIONS. (lb/size) 1=121/4-0-0, 3=121/4-0-0 Max Horz 1=6(LC 7) Max Uplift 1=7(LC 8), 3=7(LC 8) FORCES:(lb) Max. Comp./Max. Ten. -All forces 250 (lb) or -less except when shown. NOTES- Iof _ 1) Unbalanced to live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=9.0psf;•BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. ----- II; Exp B;.Enc1j,.GCpj=0.18;.MWFRS;(directional);.cantilever-left and right exposed.; end -vertical -left and right exposed; Lumber _ - - DOL=1.60-plate grip DOL=1.60....--- 3) As requested, plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is - - the responsibility of the fabricator to increase plate sizes to account for these factors.. 4) Plates checked for a plus or minus 0 degree rotation about its center. - 5) Gable requires continuous bottom chord bearing. 8) This trills tias tieeri designed -for a-10.0psf liottom chord live load no'nconcurrerit uiith any other live toads. ` = •. - 4' = ' ' -' 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 betweenl the bottom chord and any other members:-: 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3. � Joaquiri'.VeleiPENo'.881@2.. _ h9Tek USA; leo; FL Cert,6034 T 66641°arke East Blvd Tampa FL 33610. DaI.te- August 20,2018 .A"WARNIND.r.VVedfy design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473.rev. 10103/2015 BEFORE USE. Design valid for,ug6nly with mrrek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not .. a truss system. Before use, the building designer must verify the applicabllity.of design parameters. and. properly Incorporate this design Into the overall building design. BraG�tp indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing '. MIT®�' is always require Inky and to.preventcoliapse.with possible personal Injury and property damage. For general guidance regarding the _ - _ fabdcadon storage-?ile ery, erection and bracing oftnisses and truss_sys(ems see-_ ANSUTPII Quality�Criteria,.DSB-89 and BCSI Building Component —. _ -- -- : 6904 Parke. East Blvd. -- - - ----- - - Safety-Informatlon available from Truss Plate Instdute, 278 N. Lee Street, Suite 312, Alexandria, A 22314 . _-- Tampa, FL_36610_-_ - r, Job Truss T.. We City Ply T,,.b T14869325 J36612 V8 Valley 1 Reference (optional) East Coast Trusi, Ft. Pierce, FL - 34946, 8.220 s May 24 2018 MTek Industries, Inc. Mon Aug 20 09:33:25 2018 Page 1 ID:3R25nSF_AvYyB_su?zxHFpymxdA HEcy53YHFIRe?06HSMrDVQWCHbk52pzeUoKjcyym?38' 8-0-0 4-0 0 - 4-0-0 -- _ Scale=1:14.6 I - 4x4 = 4.00 12 - 2 4 --I - 2x4 1x4 II .-- --- - - - 2x4-•_ 8-M LOADING (psf) TCLL 30.0 TCDL 15.0 BCLL- ' 0.0 BCDL. 10.0 LUMBER- SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP Plate Grip DOL 1.25 TC 0.29 Vert(LL) n/a - rl/a 999 MT20 244/190 Lumber DOL 1.25 BC 0.17 -; Vert(CT) n/a - n/a 999 Rep Stress Incr -- --YES - • WB.-, 0.05. Horz(CT) 0.00 - 3 . n/a =- n/a - - — Code FBC2017/TP12014 Matrix-S `. Weight: 231b FT = 0% BRACING - TOP CHORD 2x4 SP N0.3 TOP CHORD -- Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2�4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc-bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=14718-0-0, 3=147/8-0-0, 4=388/8-0-0 _ Max Horz 1=17(LC 7) Max Uplift 1=13(LC 8); 3=13(LC 8), 4=-14(LC 8) Max Grav 1=152(LC 17), 3=152(LC 18), 4=388(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. '- WEBS 2-4=290/52 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; Encl. GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Plates checkedifor a plus or minus 0 degree rotation about its center. - 4)-Gable requires continuous bottom chord bearing. 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 2.1 -0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3, 4.— _ � _ J6aquili.VelesPENo:88182s �_ MiTifk USp Inc: FL'CeR,6e34. ,6904 Parke:E4t 8fvd: Tampa FL 33610: Dlita: Auqust 20.2018 - AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFER&CE PAGE 111II.7473 rev. 1010312015 BEFORE.USE. Design valid for use only with Mrrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��• a truss system. Before use, the building designer must verity the applicability of design parametersand property incorporate this -design Into the overall — a _ _ building design. Bracing Indicated Is topreventbuckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MITek` — Wahvays-requirea.forstability and to prevent callapse.with possible personal injury and property damage. -Ear general guidance regarding the • - - _ .... - - _ _fabrication, storage, deligery,:erecti-on and bracing of trusses and truss systems, see_ _ ANSVTPIt QualityCriterla, DSB-89 and SCSI Building Component _ - - Safety Inforrnatlon available Truss Plate Institute, 21 a N. Lee Street, Suite 312, Alexandria 22314. ' - -- - -69D4 Parke East Blvd.- -from _VA _ _ . , _ _ - _ _ - - - - _ _ _ _ -Tampa; FL 36610- a Sytbbols PLATE LOCATION AND ORIENTATION .1 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 Ae T 1; For 4'x 2 orientation, locate plates 0- 'lid' from outside i. edge'. of truss. This symbol indicates the required direction of slots in connector plates. P at9, location details available in MiTek.20120 i software or upon request. PLATE SIZE 'The first dimension is the plate width measured perpendicular to slots. Second, dimension -is the lengftparallel to slots. LATERAL BRACING LOCATION Indicated by symbol shbwn and/or by text t in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur.. Icons vary but reaction section indicates joint numberwhere bearings occur. Min size shown is for crushing only.: Industry Standards: ANS14"'P11:1 National Design Specification for Metal Plate -connected-Wood- T russ-Construction. DSB-89: Design Standard for Bracing;- BCS11i' Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bra,cing'lof Metal Plate Connected Wood Trusses. NUmberifig System 6-4-8 1 dimensions shown in ft-In-sixteenIhsi (Drawings not to scale) ti 2 3 TOP rHnRn.,;. C1-2 C2-3 4 WEBS 0 T a. 0 of 0 0 F� BOTTOM CHORDS 8 7i 6 f 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND'THE TRUSS STARTING A'r tHE.JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETtERS.* 0 PRODUCT CODEAPPROVALS ICC-ES Reports: ESR-1 311, ESR-1 352, ESRI 988 ER-3907, ESR-2362, ESRA397., ESR=3282 Trusses are designedfor wind loads in the plane of the truss unless otherwise shown. J Lumber design'values -values are in accordance with ANSI/TPI 1 Section 6.3 Th6ie truss designs relyon lumbee values established by: (others. 62012 MiTek@AII Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General. Safety Notes, Failure to Follow Could Cause Property, Damage or Personal Injury 1. Additional stability bracing for truss syst6m, 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. Never exceed the design loading shown.and never stack materials on inadequately braced trusses. A 4. Provide copies ofithis truss'design to the building desighbr, erection supervisor, property owner and all other interested parties. 15. Cut members to bear tightly against each other. 6. Place face truss plates on each of at each 'joint and embed fully. Knots and wane at joint locafions'ardiiagulaiid byANSIrrP1 1 7.. Design assumes trusses will be suitably protected from .the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed19% at time of fabrication. 9. Unless expressly noted,.this design is not applicable for use with fire,r6tardant, 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 thiat specified. 13. Top. chords must be sheathed or pudins provided at. - spacing indicated on design: 14. Bottom chords require lateral bracing at 1 Q ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others: 16. Do not cut or after truss member or plate w.Rhout'pdor approval ofan engineer. 17.. Install and load vertically unless indicated. otherwise. 18.'Use of green or treated lumber may pose unacceptable environmental, health or perlbrrnance riisks'.:Consuft with project engineer before use ill 19. Review portions ofthIsAesign (front, back, words —and-picturesybefore-uso.-F;rCvidWin—g picturesalone is not sufficient. 20: Design assumes manufacture in accordance with ANSIrrPl 1 Quality Criteria.