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HomeMy WebLinkAboutMitek, truss roof plan ® 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: J34603 - Casano Res./Roof MITek USA, Inc. 6904 Parke East Blvd. r- Site Information: Tampa,FL 33610 4115 Customer Info: Mel-Fly Construction Project Name: Casano Res./Roof Model: . Lot/Block: Subdivision: . y Address: Lot 20 Nettles Island, . City: St. Lucie County 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: FBC2014/TP12007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighIl Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 28 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. I Seal# Truss Name I Date 1 T12169048 1 A01 G 10/3/17 118 1 T12169065 1 ZEJ 1 B 10/3/17 12 1 T1 2169049 1 A02 1 10/3/17 119 1 T1 2169066 1 ZEJ 1C 1 10/3/17 13 1 T1 2169050 1 A03 1 10/3/17 120 1 T1 2169067 1 ZEJ2 1 10/3/17 1 4 1 T12169051 1 A04 1 10/3/17 121 I T12169068 1 ZEJ2A 1 10/3/17 15 1 T1 2169052 1 A05 1 10/3/17 122 I T12169069 1 ZEJ2B 1 10/3/17 j 16 1 T12169053 1 A06 1 10/3/17 123 1 T12169070 1 ZEJ3. 1 10/3/17 17 1 T1 2169054 1 A07 1 10/3/17 124 1 T12169071 1 ZEJ3A 110/3/17 18_ _ 1 T1 2169055 1 A08 1 10/3/17 125 (T1 2169072 1 ZEJ3B 1 10/3/17 19 1 T1 2169056 1 A09 1 10/3/17 126 1 T12169073 I ZEJ3C 1 10/3/17 +. 110 I T12169057 J A10 1 10/3/17 127 1 T1 2169074 1 ZHJ2 1 10/3/17 11 I T1216905B I Ai 1 1 10/3/17 128 1 T1 2169075 1 ZHJ5 1 10/3/17 112 T12169059 1 Al 1 10/3/17 _143 T1 2169060 1 Al 1 10/3/17 114 1 T12169061 1 Al 1 10/3/17 115 1 T12169062 1 Al5G 1 10/3/17 116 1 T1 2169063 1 ZEJ 1 1 10/3/17 117 1 T1 2169064 1 ZEJ 1 A 1 10/3/17 ���ulrrr The truss drawing(s)referenced above have been prepared by �� MiTek USA, Inc. under my direct supervision based on the parameters _ �e`N� UI N provided by East Coast Truss. `ee` • E N,9 'Truss Design Engineer's Name: Velez, Joaquin 0 -182 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 TAT E O F designs comply with ANSI/TPI 1. These designs are based upon parameters i0�'. Q. : shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��� � '•4 O R 1 O,.•• ♦ �e given to MiTek. Any project specific information included is for MiTek's customers �i fss� •.....•����` file reference purpose only,and was not taken into account in the preparation of ; 0 N k- these designs. MiTek has not independently verified the applicability of the design � 111111% parameters or the designs for any particular building. Before use,the building designer d•aquln Velez E NO.68182 should verify applicability of design parameters and properly incorporate these designs e�USA,In FL Cert 6634 into the overall building:design per ANSI/TPI 1,Chapter 2. p FL 33610 October 3,2017 Velez,Joaquin 1 of 1 1 Job Truss Truss Type Qty Ply Casano Res./Roof T12169048 J34603 A01G Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:21 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-fHJ?1Q81xJWMaCBplf7TuoC01 bEDGmfLY6yYRhyXBYu 4-7-1 6-11-8 9-3-3 4-7-1 2-4-7 2-3-11 Scale=1:17.3 A NAILED NAILED 4x10= 4x4 = 2.51 12 NAILED NAILED 1 5.00 12 c 15 2 16 3 rn rn 1 4 A6 Io A' 17 6 18 5 NAILED 6' 6 6' Q• NAILED 1x4 II NAILED 3x4 = d' 3x4= NAILED 2x4 = 0-6-G 4-7-1 6-11-8 9-3-3 4-0-11 2-4-7 2-3-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.04 6-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(TL) -0.04 6-11 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.07 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:33 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-4-5 oc bracing. WEBS 2x4 SP No.3 rbeT,n.t.jIce0dmuring ek remends that Stabilizers and required cross bracing truss erection,in accordance with Stabilizer tallation vide. REACTIONS. (lb/size) 1=37710-8-0,4=33910-8-0 Max Horz 1=40(LC 24) Max Uplift 1=-419(LC 4),4=-336(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=797/899,2-3=-604/695,3-4=-645/716 BOT CHORD 1-6-853/760,5-6=-857/771,4-5=-625/586 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. I 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except T=lb) 1=419,4=336. 8)"NAILED"indicates 3-10d(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 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)4Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-3=-54,3-4=-54,7-12=-20 Concentrated Loads(lb) Vert:2=3(B)3=4(B)6=-11(B)5=-6(B)16=-2(B)17=-5(B)18=0(B) ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. ■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty, Ply Casano Res./Roof T12169049 J34603 A02 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:26 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-OE6uw7CQmr9fg_4nXCiebsvAwct5x004iNfJ7vyXBYp 7-8-3 8-10-3 12-M 7-8-3 1-2-1 3-10-5 Scale=1:20.9 4x6 — 4x4 = 2.51 12 2 3 5.00 12 m � 1 4 G� 6 5 � 6• 3x4 = 1x4 II 1x4 II 3x4 = 7-8-3 8-103 -8-8 0-6- 7-1-13 1-2-1 3 10 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.21 6-11 >711 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.53 Vert(TL) -0.24 6-11 >626 180 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(TL) 0.02 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:43 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=489/0-8-0,4=45210-8-0 Max Horz 1=66(LC 7) Max Uplift 1=-511(LC 4),4=-393(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-905/890,2-3=-855/910,3-4=-934/918 BOT CHORD 1-6=839/860,5-6=-817/855,4-5=-791/835 WEBS 3-5=296/268 NOTES- _, 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=511,4=393. 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. r ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and 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 69D4 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job F Truss Type City Ply Casano Res./RoofT12169050 J34603 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:34 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-nnbwbsJStl9WdChJ?urwwYEbyge 1 paOGXdbkPRyXBYh 10-9-4 5-11-8 10-8-8 10 -0 16-1-13 5-11-8 4-9-0 0- 5-4-9 0-0-4 Scale=1:26.8 G112 ' 4x4= 2.51 12 3 5.00 3x4 = 2 1 4 i s IT C S 6 5 B 0 3x4= 1x4 II 4x4 = 3x4= 0-G-6 5- -8 0-8-8 10 -4 16-1-13 0-6-6 5-5-2 4-9-0 0-0-2 5-4-9 Plate Offsets(X,Y)— f3:0-2-0.0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.16 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(TL) -0.17 5-6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(TL) 0.04 4 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:61 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 [beTn'stallce'drduring ek remends that Stabilizers and required cross bracing truss erection,in accordance with Stabilizer tallation uide. REACTIONS. (lb/size) 1=605/0-8-0,4=591/0-8-0 Max Horz 1=92(LC 7) Max Uplift 1=-620(LC 4),4=-514(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,TOP CHORD 1-2=1630/1626,2-3=-927/864,34=1007/907 BOT CHORD 1-6=1601/1568,5-6=-1601/1568,4-5=-758/882 WEBS 2-5=751/873,3-5=-207/334 NOTES- 1)Unbalanced roof live loads have been Considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 1=620,4=514. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPH Quality Criteria,DSB-89 and BCSI Building Component Blvd.e East Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,6904 Parke East Job rAO4 Truss Type Qty Ply Casano Res./Roof T12169051 J34603 Roof Special 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:39 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-7kOpfaMaimpkzZHoRRhdbyQirJHUry?hvJV4eyXBYc 5-11-8 10-8-8 13-0-8 14-2-9 19-7-2 5-11-8 4-9-0 2-0-0 1-2-1 5A-9 Scale=1:33.1 0.13 12 0.25112 4x4 = 4x4= 4x4 = 2.51 12 3 4 5 5.00112 3x4 = 2 N eS N 1 6 e e 9 8 7 e e o 3x4 = 1x4 11 4x8 = 3x4 = 3x4= Q-6-61 5-11.8 I 10-8-8 13-0-8 14-2-9 19-7-2 0-6-6' 5-5-2 4-9-0 2-4-0 1 2 1 — 5-4-9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.24 8-9 >966 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.28 8-9 >854 180 BCLL 0.0 Rep Stress InGr YES WB 0.34 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:82 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1=732/0-8-0,6=718/0-8-0 Max Horz 1=92(LC 7) Max Uplift 1=-729(LC 4),6=624(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-2142/2060,2-3=-1477/1343,3-4=-1428/1351,4-5=-1144/1080,5-6=-1275/1089 BOT CHORD 1-9=2023/2068,8-9=-2023/2068,7-8=-982/1227,6-7=-892/1126 WEBS 2-8=681/822,5-7=-182/319,4-8=-357/331,4-7=293/242 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=729,6=624. 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. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Addhional 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 Truss Truss Type Qty, Ply Casano Res./Roof T12169052 J34603 A05 Roof Special Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 Mffek Industries,Inc. Tue Oct 3 07:36:46 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-Q5JS7ZSZ2_gp42cdiP3KP4kbsghpd?b11VVNglyXBYV 1-2-1 5-4-5 9-6-9 14-2-1 16-ti 21-10-8 1-2-1 4-2-4 4-2-9 4-7-8 2-3-14 5-4-9 Scale=1:38.8 w 0.13 12 0.25 12 2.51 12 4x8= 4x4= 4x8 = 4 22 5 6 5.00 12 3x4= 7x8% 3 d 2 o N 1 7 , e Io e 13 12 11 10 9 8 ° e 3x4 — 4x4 = 3x4= 3x4 — 3x8= 1x4 II 3x4 NAILED (( 1-2-1 5-4-5 M-9 14-2-1 16-5-16 21 10 8 0-4-8 0-9-9' 4-2-0 4-2-4 4-7-8 2 3-14 5-4 9 Plate Offsets(X,Y)— r2:0-2-8 0-2-81 r4:0-5-4.0-2-01 f6:0-5-4 0-2-01 r13:0-1-10 0-0-111 LOADING (psf) SPACING- 2-0-0, CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.23 11-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(TL) -0.26 11-12 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.34 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:101 lb FT=Q% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins.I BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-11-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation vide. REACTIONS. (lb/size) 1=863/0-8-0,7=811/0-8-0 Max Horz 1=91(LC 7) Max Uplift 1=-899(LC 4),7=-709(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1457/1526,2-3=-2245/2217,3-4=-1 87811773,4-5=-1637/1509,5-6=1637/1510, 6-7=1499/1286 BOT CHORD 1-1 3=-1 412/1283,12-13=-140011284,11-12=2167/2176,9-11=-1 652/1830, 8-9=1076/1333,7-8=-1078/1329 WEBS 2-12=-931/936,3-11=-393/551,4-11=-151/272,4-9=259/354,5-9=-158/290, 6-9=438/489 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with.any other live loads. 6)`This truss has been designed for a live load of 20.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=899,7=709. •8)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard `1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-4=-54,4-6=-54,6-7=-54,14-19=-20 Concentrated Loads(lb) Vert:13=-55(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPH Quality Criteria,DSB-89 and SCSI Building Component Blvd. e 6904 Park East Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,rk East Job Truss Truss Type City PlyTano Res./Roof T121J34603 A06 RoofSpecial 1 Reference o tional East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:52 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-FFhjNOWkegQzoz3m3gAkfL—bn5meljOvgQyh2OyXBYP 4-7-12 6-1-4 13-0-4 16-5-15 21-10-8 4-7-12 1-5-8 6-11-0 3-5-11 5-4-9 Scale=1:37.8 2.51 12 0.13 12 0.25 12 ^ 4x8 = q�_ 4x10 = 4x8= 5.00 12 3 20 4 5 2 N 1 6 EEEI O ee e � Io e ° 11 10 9 8 7 3x4— 1x4 II 3x4= 3x4_ 3x8= 1x4 II 3x4— 0�4 8 4-7-12 6-1 4 13-0 4 16-5-15 21-10-8 0'4 9 4-3-0 15 8 6 11-0 3-5-11 5-4-9 Plate Offsets(X,Y)— I3:0-5-4.0-2-41.I5:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.17 8-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(TL) -0.26 8-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.35 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-AS Weight:97 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=811/G-8-0,6=808/0-8-0 Max Horz 1=88(LC 7) Max Uplift 1=-702(LC 8),6=-701(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. ,TOP CHORD 1-2=1496/1291,2-3=-1553/1459,3-4=-1757/1606,4-5=-1757/1605,5-6=1500/1283 BOT CHORD 1-11=-1 120/1329,10-11=111611327,8-1 0=-1 329/1625,7-8=-1093/1336,6-7=1094/1332 WEBS 2-10=-369/418,3-10=-170/300,3-8=-361/339,4-8=-259/405,5-8=-512/573 NOTES- ' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in ail areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 1=702,6=701. 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. i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,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 223 Safety Information available from Truss Plate Institute,218 N.Lee street,Suite 312,Alexandria,VA 14. FIL Blvd. Tampa,6904 Parke East East Job TA'O Truss Type Qty Ply Casano Res./RoofT12169054 J34603 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:36:58 2017 Page 1 I D:t7eTb85cFgsfgh6Ns361MeyZ5h4-4O2—e3bVEgB6Wu WwP'wHBucEgF WpSRTYo3MP?F2yXBYJ 5-4-9 8-1-7 11-10-7 16-5-15 21-10-8 5A-9 2-8-15 3-9-0 4-7-8 5-4-9 Scale=1:37.8 ■ 0.25 12 0.13 F12 4x4 = 4x4 = 4x4= 5.00 12 4x8 = 2 3 18 4 5 ci 0 n' N 1 6 I ee ee I e ° 9 8 7 p 3x4= 3x4 = 5x8 = 1x4 II 3x4= OFO 4 8 5-4-9 8-1-7 11-10 7 1&5-15 21-10 8 5-0-1 2 8 15 3-9-0 4-7-8 5 4-9 Plate Offsets MY) 15:0-5-4 0-2-01 18:0-2-12.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.48 Vert(LL) 0.17 8-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(TL) -0.25 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC20141rP12007 Matrix-AS Weight:94 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 rbe Tek recommends that Stabilizers and required cross bracing installed during truss erection,in accordance with Stabilizer tallation guide. REACTIONS. (lb/size) 1=812/0-8-0,6=807/0-8-0 Max Horz 1=87(LC 7) Max Uplift 1=-703(LC 8),6=-700(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1509/1279,2-3=-1361/1259,3-4=-1775/1616,4-5=-1767/1595,5-6=1519/1300 BOT CHORD 1-9=1074/1337,8-9=-1416/1629,7-8=-1120/1357,6-7=-1 12211352 WEBS 2-9=247/389,4-8=-1 901324,5-8=-457/532,3-9=-432/440 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 1=703,6=700. 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. I L I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall ��• 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 i I Job T Truss Type City Ply Casano Res./RoofT12169055 J34603 Roof Special 11 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:03 2017 Page 1 I D:t7eTb85cFg sfgh6Ns36j MeyZ5h4-QMrthnfe2D pPcg P uC UtJ bfxVIXXG6hgXCe7 mwFyXBYE 5-4-9 10-11-4 16-5-15 21-10-8 5-4-9 5-6-11 5-6-11 5-4-9 Scale=1:37.2 0.25 12 4x8= 4x6 = 4x8 5.00 12 = 2 3 4 N N i1 5 T O e e e Io e e 9 8 7 6 e e 3x4 = 1x4 II 3x8 = 3x4= 1x4 II 13x4= 0�4-8 5A 10-11-4 16-5-15 "-10-8 0-4-9 5-0-1 5-6-11 5-6-11 5-4-9 1 Plate Offsets(X,Y)-- 12:0-5-4.0-2-01 f4:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) 0.18 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.22 8-9 >999 180 1 BCLL 0.0 Rep Stress Incr YES WB 0.34 Horz(TL) 0.05 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:92 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1=812/0-8-0,5=806/0-8-0 Max Horz 1=-87(LC 6) Max Uplift 1=-703(LC 8),5=-700(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1517/1300,2-3=-1793/1630,3-4=-1793/1630,4-5=-1536/1317 BOT CHORD 1-9=-1110/1349,8-9=-110711355,6-8=-1139/1376,5-6=-1142/1369 WEBS 2-8=529/561,3-8=-248/376,4-8=-512/531 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=703,5=700. 8)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. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPI7 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 i Job Truss Truss Type Qty Ply �Casano Res./Roof T12169056 J34603' A09 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:09 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-FWC8ygkPe3ZZKbs2Zk.jrwBYVxbdWQXPbaa58vyXBY8 5-4-9 10-5-10 12-4-8 165-15 21-10-8 5-4-9 5-1-1 1-10-15 4-1-7 5-4-9 Scale=1:37.8 0.25 12 0.13112 e 4x8 = 4x6= 4x4 = 4x4 = 5.00 12 2 3 19 4 5 3 m i ' N }1 6 T d of r � Io e ° 10 9 8 7 e 3x4 = 1x4 II 3x8= 3x4= 3x4= 3x4= Or4-B 5-4-9 10-5-10 12�-8 16-5-15 L"G-8 0F4-$ 5-0-1 ' 5-1-1 1-10-15 4-1-7 5-4-9 Plate Offsets(X.Y)— 12:0-5-4 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.17 9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.23 7-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:94 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1=812/0-8-0,6=807/0-8-0 Max Horz 1=-87(LC 6) Max Uplift 1=-702(LC 8),6=701(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1511/1297,2-3=-1776/1607,3-4=-1773/1610,4-5=-1382/1271,5-6=-1 52811291 BOT CHORD 1-10=-1105/1343,9-10=-1102/1349,7-9=-1472/1716,6-7=-1109/1360 WEBS 2-9=474/553,3-9=-163/309,5-7=-188/342,4-7=463/441 NOTES- ' 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0=lb) 1=702,6=701. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 my building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see 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 �AlO Truss Type Cty Ply Casano Res./RoofT12169057 J34603 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MTek Industries,Inc. Tue Oct 3 07:37:15 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-4gaQCtoADvKi2WKBv?574BRXgMcRw7PIzV1 PMZyXBY2 5-4-9 9-3-14 15-10-8 1 -5-1 21-10-8 5-4-9 3-11-5 6-6-9 -7-8 5-4-9 Scale=1:37.8 0.25 12 0.13112 4x8 = 4x6 = _5x5 = 5.00 12 Sx6 i 2 3 19 q 5 N ' n N , 1ni 6 T e r It s e e 10 9 7 " r 8 3x4= 1x4 II 3x8 = 3x4 = 3x4= 3x4= 0 5-4-9 9-3-14 5-10-8 5- -10-8 0-4 5-0-1 3-115 6-6-9 7 8 5-4-9 Plate Offsets(X Y)— 12:0-5-4 0-2-01,f5:0-0-1 0-0-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.18 7-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.54 Vert(TL) -0.30 7-9 >861 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.37 Horz(TL) 0.06 6 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:95 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=81310-8-0.6=806/0-8-0 Max Horz 1=-87(LC 6) Max Uplift 1=-702(LC 8),6=-701(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1494/1285,2-3=-1783/1617,3-4=-1783/1618,4-5=-1339/1220,5-6=1548/1284 BOT CHORD 1-10=-1084/1325,9-10=1082/1329,7-9=1271/1484,6-7=-1086/1376 WEBS 2-9=-507/602,3-9=-254/397,5-7=-627/663,4-7=571/708,4-9=-388/385 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=702,6=701. 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. I ®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 MTk®e connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Casano Res./Roof J34603 A11 Roof Special Girder 1 1 T12169058 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:21 2017 Page 1 I D:t7eTb85cFgsfgh6N s36j MeyZ5h4-vgxhTxlwpl4smRnLGGBXKSh Xg neCKrUALRUjY DyXBXy 5-4.9 8-2-2 13-8-7 16-6-7 19 4 7 21-10-8 6 4-9 2-9-10 5-6-5 2-10-0 2-10-0 2 6 1 Scale=1:37.6 0.25 12 0.13 s 4x8 = 4x4 = 2.53 l 4x8= 5.00 FIT 2 3 20 4 s NAILED =5x5 5 rn TT1 6 T of re � e Io e ' 11 10 9 8 '° 7 3x4— 1x4 II 3x8 = 3x4—_ 4x4 = lx4 II 3x4— NAILED Oro-8 54 8-2-2 13 8-7 16 6-7 19 4-7 21-10 8 Ot4-A 5-0-1 2-9-10 5-6-5 2-10-0 2 10-0 2-6-1 Plate Offsets(X.Y)— 12:0-5-4 0-2-01.14:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.18 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(TL) -0.23 8-10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(TL) 0.06 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:98 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-5 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=813/0-8-0,6=814/0-8-0 Max Horz 1=-90(LC 6) Max Uplift 1=-705(LC 8),6=-723(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=1491/1285,2-3=-1683/1547,3-4=-1683/1548,4-5=-1835/1714,5-6=1615/1478 BOT CHORD 1-11=-1069/1321,10-11=-1068/1325,8-10=1556/1770,7-8=-1350/1465,6-7=1334/1465 WEBS 2-10=-466/532,3-1 0=1 94/339,4-10=-151/250,5-8=-382/421 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=2411;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s)except Gt=lb) 1=705,6=723. 8)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,2-4=-54,4-5=-54,5-6=-54,12-17=-20 Concentrated Loads(lb) Vert:7=-7(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. LaDesign 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 ANSIITPIl 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 Casano ResJRoof • T12169059 J34603 Al2 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8,130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:28 2017 Page 1 1D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-CAsKxKyJ9uys6VphAEpA6xUnic29TOYCylgblJyXBXr 5-4-9 7-0-7 10-3-10 15-0-2 20-11-0 54-9 1-7-14 3-3-3 4-8-8 5-10-14 Scale=1:35.0 0.25 12 0.13112 4x4= 4x4 = 4x4 = 5.00 12 2 3 214 2.53 12 s' 3x4= 5 N 6 `" ee ee Io e e 10 9 8 7 e e 3x4 = 3x4 = 3x8= 3x4 = 1x4 II 3x4= 0 54-9 1 7-0- 0-3-10 5-0-2 20 -0 0-0• 5-0-1 1-7-14 3-3-3 4-8$ 54$ 6- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.27 7-9 >930 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(TL) -0.31 7-9 >818 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(TL) 0.07 6 n/a n/a BCDL 10.0 Code FBC2014(IP12007 Matrix-AS Weight:87 lb FT=0%u LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=768/0-8-0,6=780/0-8-0 Installation guide. Max Horz 1=-92(LC 6) Max Uplift 1=-665(LC 8).6=-771(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=139211194,2-3=-1253/1180,3-4=-1 65911566,4-5=-1713/1558,5-6=2322/2227 . BOT CHORD 1-10=-989/1231,9-10=-1141/1407,7-9=-2102/2242,6-7=-2102/2242 WEBS 2-10=-236/371,5-9=62W774,3-10=361/332,3-9=-373/353 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=665,6=771. 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. I ®WARNING•Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall MiTek' building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing iw iTek• Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIlTPI1 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 FbJob ano Res./Roof T12169060 J34603 A13 Roof Special 1 1 Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:34 2017 Page 1 I D:t7eTbB5cFgsfgh6Ns36jMeyZ5h4-bKDbBN 141kjOgQHrWUwaMCjgPO5VtiR5Kz7vWyyXBXI 5-4-9 10-1 6-10-13 11-7-5 17-6-2 5�-9 -6-2 1-0-2 4-8-6 5-10-14 Scale=1:29.1 0.25 12 0.13 112 44= 3x4 = 4x4 = 5.00 12 2 3 20 4 2.53 12 G 3x4= 5 N 1 6 e s 9 83x4 = 7 s s 1x4 II 1x4 II 3x4 = 3x4 = �-4-� 5-4-9 5r10-1Z 6-10-13 11-75 16-11-13 17-6-2 0 4 8 5 0-1 b 6-2 1-0-2 4-8 8 5 4 8 0-6-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) 0.25 7-8 >845 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.27 7-8 >787 180 BCLL 0.0 Rep Stress Incr YES WB 0.41 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:68 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=642/0-8-0,6=654/0-8-0 Installation guide. � Max Horz 1=-92(LC 6) Max Uplift 1=-556(LC 8),6=-664(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-1155/1029,2-3=-1032/1009,3-4=-1030/1007,4-5=-1074/988,5-6=-1847/1832 BOT CHORD 1-9=-801/1017,8-9=-808/1030,7-8=-1718/1780,6-7=1718/1780 WEBS 5-8=830/958 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;VuR=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)except(jt=lb) 1=556,6=664. 8)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and 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 ANSIfri 11 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 Casano Res./Roof T12169061 J34603 A14 Roof Special 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:40 2017 Page 1 I D:t7eTb85cFgsfgh6 N s36jMeyZ5h4-rUasSQ6 rKaT9YL k?tl1_bTzt5 R8rHShzjuaEjcyXBXf 4-8-15 8-9-15 14-1-5 4-8-15 4-1-0 5-3-6 Scale=1:22.6 4x4 2 2.53 12 5.00 12 + 2x4 3 N l� N 1 4 5 3x4 = 6- d` 3x4 = 3z4= PSI 4-8-15 13-7-0 14 1 44-7 8-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) -0.10 5-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(TL) -0.28 5-15 >613 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(TL) 0.03 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-AS Weight:52 lb FT=04 LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quide. REACTIONS. (lb/size) 1=516/0-8-0,4=529/0-8-0 Max Horz 1=-81(LC 6) Max Uplift 1=-447(LC 8),4=-539(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=873/755,2-3=-824/726,3-4=-1330/1415 BOT CHORD 1-5=568/763,4-5=-1318/1287 WEBS 2-5=141/342,3-5=-556/776 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5),This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=447,4=539. 7)This truss design requires that a minimum of 7/16"structural wood sheathing be applied directly to the top chord and 1/2"gypsum sheetrock be applied directly to the bottom chord. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 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 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 I Job Truss Truss Type Qty Ply Casano Res./Roof T12169062 J34603 A15G Roof Special Girder 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:46 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-gdy8jUArwQEJGGB9D080rkDv9sEghBjs5g1 YxGyXBXZ 3-7A 6-6-11 10-8-8 3-7-4 2-11-7 4-1-13 Scale=1:17.2 4x4= NAILED NAILED 2 17 5.00 12 NAILED 2.53 12 3x4= 3 0 1 4 � Io o' 6 o s 18 s 6• 3x4 = 1x4 II �' n NAILED NAILED NAILED 3x4 = 3x4 i0-4-8 3-7-4 6-6-11 10-2-3 10-8-8 0-4-8 3-2-12 2-11-7 3-7-8 OE LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.08 5-6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.35 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.13 Horz(TL) -0.02 4 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-MS Weight:39 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-10 oc purlins.i BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-3-4 cc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=514/0-8-0,4=471/0-8-0 Max Horz 1=-62(LC 6) Max Uplift 1=-530(LC 8),4=-520(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=876/968,2-3=-834/940,3-4=-1173/1319 BOT CHORD 1-6=790/773,5-6=-1232/1129,4-5=-1232/1129 WEBS 2-6=-337/334,3-6=-368/448 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb) 1=530,4=520. 7)"NAILED"indicates 3-1Od(0.148"x3")or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=-54,2-4=-54,7-12=20 Concentrated Loads(lb) ! Vert:2=-10(F)6=-158(F)5=-5(F)17=-6(F)18=-13(F) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK 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 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 Casano Res./Roof J34603 ZEJ1 Jack-Open 2 1 T12169063 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:51 2017'Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-Obl1 mBEllzsbN246OZkaYnxr3tOzMU 1 bF61JcTyXBXU 1-5-6 1-5-6 Scale=1:7.5 5.00 12 2 - 1 Y 0 0 o , Q° 3 Qo �o Q° 2x3= i 0-4-8 1-5-6 01-8 1-0-14 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 Na n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:5 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-5-6 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=72/0-8-0,2=22/Mechanical,3=12/Mechanical Max Horz 1=47(LC 8) Max Uplift 1=-48(LC 8),2=36(LC 8),3=9(LC 8) Max Grav 1=72(LC 1),2=23(LC 13),3=17(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. it ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not ��• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall WOW ek• building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing f 'Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ytiT 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 Casano Res./Roof J34603 ZEJ1A Jack-Open 1 1 Reference o tional T12169064 East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:37:55 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-vM—XbZHFoBMIrfNtFPoWid5X— UNIIHOBAkjXIFyXBXQ 1-4-4 1414 Scale=1:7.3 5.00 12 2 1 m 6 0 rd 0 Q° 3 2x3 = 1-4A 1-4A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.02 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WE 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:4 Ib FT=0°/n LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-4-4 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 1=5010-8-0,2=29/Mechanical,3=21/Mechanical Installation guide. Max Horz 1=44(LC 8) Max Uplift 1=-33(LC 8),2=38(LC 8),3=15(LC 8) Max Grav 1=50(LC 1),2=29(LC 1),3=22(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. II ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev.1010312015 BEFORE USE. ■! Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and 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 Casano Res./Roof T12169065 J34603 ZEA B Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946. 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:00 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-GKoQfGLOdk_JYQGr2yOhPgoNyV5HzYFwJ?QHQSyXBXL 1-2-9 129 3.88 12 Scale=1:6.4 2 1 0 0 � o 0 Qo Qo Qo Qo 3 2x4= i 1-M 1-0-8 0-2-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(TL) -0.00 8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:4 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-2-9 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=15/Mechanical,3=10/Mechanical,1=65/0-8-0 Max Horz 1=31(LC 8) Max Uplift 2=-21(LC 8),3=8(LC 8),1=-48(LC 8) Max Grav 2=15(LC 1),3=11(LC 3).1=65(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=oft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,3,1. i ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall 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 rZEJ Truss Type Qty Ply Casano Res./RoofT12169066 J34603 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:03 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-gvTZHI NGwfNupu_Qj4y01 JQtlj4EAV?M?zfyl nyXBXI 1-2-8 1-2-8 4.33 12 Scale=1:6.6 2 i o � 0 PROVIDE ANCHORAGE,DESIGNED BY OTHERS, AT BEARINGS TO RESIST MAX.UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW. 3 2x4= 1-2-8 1-2-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(TL) -0.00 6 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:4 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-2-8 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=0/Mechanical,3=87/0-9-4 Max Horz 2=-146(LC 8).3=180(LC 8) Max Uplift 3=-141(LC 8) Max Grav 3=87(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. • NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 3=141. ®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 ANSIITPI1 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Bivtl. 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 Casano Res./Roof T12169067 J34603 ZEJ2 Jack-Open 2 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:06 2017 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-4U9ivJQ9DaITgLj?OCV5fx2O7w7LNGkohxuce6yXBXF � 2-7-2 272 Scale=1:9.9 2 5.00 12 .p d 0 m 3 Qo i 2x3= �00 2-7-22-7-2 0-0-8 2-2-10 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:8 lb FT=O°/u LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-7-2 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=110/0-8-0,2=50/Mechanical,3=27/Mechanical Max Horz 1=83(LC 8) Max Uplift 1=-74(LC 8),2=-76(LC 8),3=12(LC 8) Max Grav 1=11O(LC 1),2=51(LC 13),3=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s)1,2,3. WARNING-Verify 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' ITeI.` is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the M V� 1 R fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Oty Ply Casano Res./Roof T12169068 J34603 ZEJ2A Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:09 2017'Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-V3ggXLSl 72XpSa3L3oGagwz79dadUFOv6GFRyXBXC 2-1-11 2-1-11 Scale=1:9.0 2 5.00 12 i 1 h 0 Q° 3 2x3= i 0-4-8 2-1-11 0-4$ 1-9-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:7 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-1-11 cc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=94/0-8-0,2=39/Mechanical,3=21/Mechanical Max Horz 1=68(LC 8) Max Uplift 1=-63(LC 8),2=60(LC 8),3=11(LC 8) Max Grav 1=94(LC 1),2=39(LC 13),3=29(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. l ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. f 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 ANSVTPI1 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 Casano Res./Roof T12169069 J34603 ZEJ2B Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:13 2017 1 Page 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-Ng4LNjVYZjdTOQILIA7kRQrcBI WnWQTgIX4TOCyXBX8 1-10-10 1-10-10 Scale=1:8.4 2 5.00 12 i 1 h 0 Q° 3 Q° 2x3 = i 0-4-8 1-10-10 0-4-8 1�-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.04 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(TL) -0.00 8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-MP Weight:6 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-10-10 oc purlin I. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=87/0-8-0,2=34/Mechanical,3=18/Mechanical Max Horz 1=61(LC 8) Max Uplift 1=-58(LC 8),2=52(LC 8),3=1 O(LC 8) Max Grav 1=87(LC 1),2=34(LC 13),3=25(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. Il;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. ■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Casano Res./Roof T12169070 J34603 � ZEJ3 Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:17 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-GbJsD4Y3dy8vU136XOCgbG?F_MshSETQD92hXzyXBX4 3-3-13 3-3-13 Scale=1:11.4 2 5.00 12 1 3 2x3 = i 0-4-8 3-3-13 0-0-8 2-11-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.01 3-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(TL) -0.01 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MP Weight:10 Ib FT=Oe/n LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=136/0-8-0,2=69/Mechanical,3=36/Mechanical Max Horz 1=107(LC 8) Max Uplift 1=-92(LC 8),2=102(1-C 8),3=-15(LC 8) Max Grav 1=136(LC 1),2=69(LC 13),3=52(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3 except(jt=lb) 2=102. I III I A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the A iTek• fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandra,VA 22314. Tampa,FL 36610 Job Truss Truss Type Qty Ply Casano Res./Roof T12169071 J34603 ZEJ3A Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:21 2017 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-8MZM3SbZhBelzfMtmsGcm6AytzDxN2SO8nOvgkyXBXO 3-0-0 3-0-0 Scale=1:9.3 2 3.88 12 i ce ch °y 1 Q° 3 0° Q° 2x4 = 0-0-8 3-0-0 0 4-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.00 3-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.00 3-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a j BCDL 10.0 Code FBC2014fFP12007 Matrix-MP Weight:9 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. [MiTek recommends that Stabilizers and required cross bracing installedduring truss erection,in accordance with Stabilizer tallation REACTIONS. (lb/size) 1=143/0-8-0,2=56/Mechanical,3=19/Mechanical uide. Max Horz 1=75(LC 8) Max Uplift 1=-107(LC 8),2=-83(LC 8) Max Grav 1=143(LC 1),2=56(LC 1),3=38(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;13=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2 except Gt=lb) 1=107. ®WARNING-verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. ■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvtl. 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 Casano Res./Roof T12169072 J34603� ZEJ3B Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:24 2017 iPage 1 I D:t7eTb85cFgsfgh6Ns36jMeyZ5h4-ZxEVhTeSz60vg65SS_gJNkoTLAGKaPCSgkFZG3yXBWz 2-11-7 2-11-7 Scale=1:9.2 2 3.82 12 N O • In 1 m 0 3 2x4= 0-5-4 2-11-7 0-5-4 2-63 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-11-7 oc purlins.I BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=126/0-10-8,2=57/Mechanical,3=31/Mechanical Max Horz 1=72(LC 8) Max Uplift 1=-95(LC 8),2=-78(LC 8),3=-12(LC 8) Max Grav 1=126(LC 1),2=57(LC 1),3=43(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. ®WARNING-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 l.' is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the ,V' 1 R 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 Casano Res./Roof T12169073 J34603 ZEJ3C Jack-Open 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:28 2017•Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-RjUOXrhy1 KWLJkPDhquFYaz9WodQWDB2IMDmPgyXBWV 2-8-15 2-8-15 Scale=1:9.4 2 4.34 12 r � � m ch �5 1 3 2x4= 0-4-12 2-8-15 0 4-12 2-4-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(TL) -0.00 3-8 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:9 Ib FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation uide. REACTIONS. (lb/size) 1=116/0-9-3,2=53/Mechanical,3=29/Mechanical Max Horz 1=76(LC 8) Max Uplift 1=-84(LC 8),2=76(LC 8),3=-12(LC 8) Max Grav 1=116(LC 1),2=53(LC 1),3=40(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. ll;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,2,3. I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. ■■■ Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall p p building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing IYIiTek•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 ANSVfP11 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 3'ast Job Truss Truss Type Qty Ply Casano Res./RoOf J34603 T12169074 ZHJ2 Diagonal Hip Girder 1 1 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:32 20171 Page 1 ID:t7eTb85cFgsfgh6Ns36jMeyZ5h4-KUjXMCkT5Z1 nnLi_wgzBiQ7pdP_eSOAdg_B_YbyXBWr 3-8-3 3-8-3 Scale=1:9.1 2 3.07 12 NAILED 0 8 0 � N 1 u' O 9 NAILED 10 3 NAILED 3x4= 0-4-5 3-8-3 , 0-4-5 3-3-14 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Vert(LL) -0.01 4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(TL) -0.01 3-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code FBC20141TPI2007 Matrix-MP Weight:11 lb FT=0% LUMBER- BRACING- - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=18210-10-2,2=73/Mechanical,3=31/Mechanical Max Horz 1=78(LC 4) Max Uplift 1=-175(LC 4),2=112(LC 4),3=-12(LC 4) Max Grav 1=182(LC 1),2=73(LC 1),3=50(LC 3) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except(jt=lb) j 1=175,2=112. 7)"NAILED"indicates 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=54,3-4=-20 Concentrated Loads(lb) Vert:9=-10(F)10=-8(B) ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not • a truss system.Before use,the building designer must verify the applicability of design parameters and 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 Easl Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Jab Truss Truss Type City Plyl Casano Res./Roof J34603' ZHJ5 Diagonal Hip Girder 1 T12169075 Job Reference(optional) East Coast Truss, Ft.Pierce,FL-34946, 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 3 07:38:44 2017 Page 1 I D:t7eTb85cFgsfgh6N s36jMeyZ5h4-zo S3uJt_GFX4EBdldB B?BydsfE35 GPvORs5czvyXB W f 4-0-7 7-1-12 j 4-0-7 3-1-5 i Scale=1:13.7 NAILED 3 NAILED 2.48 12 13 NAILED 3x4= NAILED 2 y � 12 N 1 14 15 5 4 61x4 II NAILED NAILED 3x4 = NAILED NAILED 3x4 = i 0-6-0 _ 4-0-7 7-1-12 0-0-6 ' 3-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.03 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(TL) -0.01 4 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:27 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=291/1-5-7,3=72/Mechanical,4=181/Mechanical Max Horz 1=140(LC 4) Max Uplift 1=-318(LC 4),3=-118(LC 4),4=-199(LC 4) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=543/591 BOT CHORD 1-6=667/518,5-6=-667/518 ' WEBS 2-5=543/698 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=22ft;B=45ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except 0=1b) 1=318,3=118,4=199. 7)"NAILED"indicates 3-1Od(0.148"xY)or 2-12d(0.148"x3.25")toe-nails per NDS guidlines. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=54,4-7=-20 Concentrated Loads(lb) Vert:14=-6(F=-3,B=-3)15=-13(F=-7,B=-7) ®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 p 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 ANSITTP11 Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION -Center plate on joint unless x,y 6 4=8 dimensions shown in ft-in-sixteenths Faliure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. 0_ti1 B, 01-2 02-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS oaq 4 may require bracing,or alternative Tor I 0_ ,� w p bracing should be considered. U 6 =of 3. Never exceed the design loading shown and never a �° V stack materials on inadequately braced trusses. For 4 x 2 orientation,locate C7-8 C6-7 C6-6 p 4. Provide copies of this truss design to the building 1-- designer,erection supervisor,property owner and plates 0- '10 from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSUTPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIITPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. ft soware or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for [CC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall-be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise Shown. 13.Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSUTPI 1 14.Bottom chords require lateral bracing at spacing, section 6.3 These truss designs rely on lumber values or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. - 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, M!Tek � 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIITPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 10/03/2015