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HomeMy WebLinkAboutTruss Drawing ® 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: J34712 -J34712-Telese Builders-Detached Garage MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Tampa,FL 33610-4115 Customer Info: Telese Builders Project Name: Detached Garage Model: Lot/Block: Subdivision: Address: 7924 Saddlebrook Dr. City: Port St. Lucie 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: FBC2014lTPI2007 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 170 mph Roof Load: 45.0 psf Floor Load: N/A psf I This package includes 20 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers R, ules. No. I Seal# Truss Name I Date No. Seal# Truss Name I Date 1 , 1 T12281986 1 AO 10/17/17 18 IT122820031ZEJ7 10/17/17 12 1 T1 2281 987 1 A02 1 10/17/17 1 19 1 T12282004 1 ZHJ5 1 10/17/17 13 1 T1 2281988 1 A03 110/17/17120 1 T1 2282005 1 ZHJ7 110/17/171 14 1 T1 2281 989 1 A04G 1 1 011 7/1 7 1 15 1 T1 2281 990 1 A05 1 10/17/17 1 16 1 T12281991 1 A06 1 10/17/17 1 17 1 T12281992 1 A07 1 10/17/17 1 18 1 T12281993 1 A08G 1 10/17/17 1 9 1 T12281994 1 B01 G 1 10/17/17 1 110 I T1 2281 995 1 B02 1 10/17/17 1 Ill I T1 2281 996 1 B03G 1 10/17/17] ��� 112 1 T1 2281 997 1 V4 1 10/17/171 �d®� 113 1 T1 2281 998 1 ZCJ1 1 10/17/17 1 114 1 T12281999 1 ZCJ3 1 10/17/17 1 115 1 T12282000 1 ZCJ3A 1 10/17/17 1 116 1 T12282001 1 ZCJ5 1 10/17/17 117 1 T12282002 1 ZEJ5 1 10/17/17 The truss drawing(s)referenced above have been prepared by ,�o�� Q'IN�V�oi��, MiTek USA,Inc. under my direct supervision based on the parameters ems. p •• ....... provided by East Coast Truss. �•` G E N Truss Design Engineer's Name: Velez, Joaquin 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 X that the engineer named is licensed in the jurisdiction(s)identified and that the441 ��•.• STATE OF •JC41J• designs comply with ANSI/TPI 1. These designs are based upon parameters �i�� P shown(e.g.,loads,supports,dimensions,shapes and design codes),which were ��� •4 O R 1�, 0N`0� given to MiTek. Any project specific information included is for MiTek's customers �� '•' file reference purpose only,and was not taken into account in the preparation of '� ON A`E� these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use,the building designer oaquin Iez PE No.68182 should verify applicability of design parameters and properly incorporate these designs iTek US ,Inc.FL Cert 6634 into the overall building design per ANSI/TPI 1,Chapter 2. 904 Park East Blvd.Tampa FL 336.10 e: October 17,2017 I: I 1 of 1 Velez,Joaquin I I i Job Truss Truss Type Qty .Ply Tj�o 712-Telese Builders-Detached GarageT12281986 J34712 A01 RoofSpecial 1 Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:03 2017 Page 1 A ID:7bONgyNcgpbTu?gszJlaplySbY KsNFL00o7k5VtLS4OJnxvZjuWYQL4jLa3JvUGoySZ3E 2-4-8 6 4 8 10-4 8 14-1-11 18-8-8 1 23-5-2 28-5-4 2-4-8 4-0-0 4-0-0 3-9-3 4-6-14 4-8-10 ! 5-0-2 i Scale=1:53.3 4x4= 5.00 12 I 7 i 3x4 3x4% 3z4 6 8 5 i 1x4 II i 3x4 C 4 9 3x4 3 N 3x8rA I 2 13 12 11i 3x6 II d 01 14 5x8 = 3x8= 3x4= N 5x5 •15 3x4= 5x5= 3.00 12 1 8A 4 6-4-8 10-4-8 18-M 23-5-2 28 5 4 1-8-8 4-0-0 84-0 1 4-8-10 5-0-2 Plate Offsets(X,Y)— 113:0-2-12.0-2-81 I i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (16c) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) 0.20 13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.82 Vert(TL) -0.59 12-13 >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horc(TL) 0.15 10 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:155 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-10 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-15:2x6 SP No.2,2-14:2x4 SP No.2 Mffek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 15=1396/0-8-0,10=1151/Mechanical Max Horz 15=350(LC 7) Max Uplift 15=616(1_C 8),10=-423(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=192/255,2-3=-2468/877,3-4=-2924/1086,4-6=2945/1201,6-7=1381/619. 7-8=1386/621,8-9=1376/565,9-1 0=1 097/449 1 BOT CHORD 14-15=-623/198,13-14=-847/2467,12-13=-615/1925,11-12=-354/1216 WEBS 2-15=1241/582,2-14=-1011/2678,3-14=559/286,3-13=95/491,4-13=-275/205, 6-13=-446/1282,6-12=-936/457,7-12=-276/714,8-11=-370/194,9-11=-406/1243 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=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)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)except at=lb) 15=616,10=423. ,I I I I ®WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 iVliTek� 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 I 1 I Job Truss Truss Type Qty Ply 1J34712-Telese Builders-Detached Garage T12281987 J34712 A02 Hip 2 1 Job Reference o tional East Coast Truss, Ft Pierce,FL 34M 8.130 s Sep 15 2017 MiTek IndUst(IeS,Inc. Tue Oct 17 08:57:04 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-03xdYjOQu2EMVU1 Gyl IASnFxuylyp56kHze2oEySZ3D 2-4-8 6-4-8 10-4-8 17-8-8 19.8-8 23-11-2 28-5-4 2-4 8 40-0 4-0-0 7 4-0 2-0-0 42-10 ! 4-6-2 4x4= ,i Scale=1:49.6 5x5= 5 6 tx4 II 7 5.00 12 i 3x4 4 3x4 8 _ m 05 3x4% °b n' 3 d I N 4x10 i 2 9 12 11 10 3x6 I I 01 13 5x5 = 3x8= 3x8 = N cY 7x6 O •14 3x4 = 5x5= 3.00 12 I 1-8-8 6-0-8 10-4-8 17-8-8 23-11-2 28-5-4 1-81 40-0 40-0 7-4-0 6-2-10 4-6-2 Plate Offsets(X Y)— I2:0-3-12 0-2-01 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.21 12 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.48 11-12 >650 180 BCLL 0.0 Rep Stress Incr YES WB 1.00 Horz(TL) 0.17 9 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS I Weight:158 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 2x4 SP No.3'Except' WEBS 1 Row at midpt 411 2-14:2x6 SP No.2 MiTek Pecommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 14=1396/D-8-0,9=1150/Mechanical j Max Horz 14=334(LC 7) Max Uplift 14=-616(LC 8),9=-423(LC 8) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2439/852,3-4=2982/1143,4-5=-1564/642,5-6=1353/659,6-7=1348/678, 7-8=1332/542,8-9=1107/442 BOTCHORD 13-14=-599/181,12-13=-819/2418,11-12=-975/2839,10-11=-296/1215 WEBS 2-14=1254/590,2-13=-967/2626,3-13=-541/278,3-12=-194/605,4-12=-100/602, 4-11=1 556/670,5-11=0/284,6-1 1=-1 301532,7-10=-374/277,8-10=399/1237 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=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;elave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed'Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 14=616,9=423. i I I I ® _WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010212015 BEFORIE USE. Design valid for use onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an Individual building component,not jet a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overalls building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing .I 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-69 and BCSI Building Component I 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 I Job Truss - Truss Type Qty Ply 'J34712-Telese Build lers-Detached Garage T12281968 J34712 A03 Hip 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 B.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:05 2017 Page 1 I D:7bONgyNcgpbTu?gszJlaplySbYA-GFV?m312fLMD6ecSVkpP_o73LBGYbktWdObLgySZ3C 2 4 8 6-4-84-0-0 10-4 8 15-8-8 21-8-8 28-5-4 2-41 4-0-0 5-4-0 6-0-0 6 8-12 Scale=1:49.6 US= 04 = 5 17 6 i 5.00 12 3x4 4 i 3x6 C 7 rn 3x4% m d n d cb 3 N e5 US 2 11 10 9 3x6 11 16- 1 12 5x5 = 3x4 = 3xe = N 5x5 6 13 3x4 = 5x5= 3.00 12 1-8-8 -4 6:4 2 10-0.8 15-M 21-8-8 28-5-4 1 8 8 4-0-0 4-0-0 5-4-0 6-M 6-8-12 Plate Offsets(X.Y)— 15:0-5-4.0-2-01 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.20 11 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.66 Vert(TL) -0.38 10-11 �>825 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.78 Horz(TL) 0.16 8 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:150 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-13:2x6 SP No.2,2-12,3-11:2x4 SP No.2 [MiTek recommends that Stabilizers and required cross bracing installed during truss erection,in accordance with Stabilizer tallation guide. REACTIONS. (lb/size) 13=1396/0-8-0,8=1151/Mechanical Max Horz 13=300(LC 7) Max Uplift 13=-616(LC 8),8=-423(LC 8) 'I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2466/867,3-4=2940/1115,4-5=-1829/745,5-6=1285/608,6-7=1478/590, 7-8=1085/457 BOT CHORD 12-13=-587/187,11-12=-838/2420,10-11=-936/2752,9-10=47311659 WEBS 2-13=-1248/584,2-12=990/2664,3-12=-544/288,3-11=-140/517,4-11=-128/698, 4-10=1221/514,5-1 0=1 461622,5-9=-553/174,7-9=-346/1219 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=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=51t;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by,2-0-0 wide will fit between the bottom chord and any other members. 7)Refer to girder(s)for truss to truss connections. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ito uplift at'joint(s)except(jt=lb) 13=616,8=423. I I I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1010312015 I BEFORE USE. Design valid for use only with M7ek®connectors.This design is based only upon parameters shown,and is for an individual building cponent,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design onto the overall building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent br cing M iTek" is always required for stability and to prevent collapse with possible personal Injury and properly damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPI1 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 I 7� i Job Truss Truss Type Qty PlyTJ 712-Telese Buildirs-Detached Garage T12281989 J34712 A04G Roof Special Girder 2 Reference o 6onal East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:06 2017 Page 1 I D:7b0 NgyNcg pbTu?gszJl aplySbYA-kR3NzP2hQfU4koBe3SKeXCLGLIQAH?g 11 H79t6ySZ3B 2-0-8 5-11-3 9-9-13 13-8-8 18-8-8 23-8-8 28-2-8 it 32-4-4 357-8 r2.0-8 3-10.11 3-10.11 3-10.11 S0.0 5-0.0 4-6-0 4.1-12 3-3-4 Scale=1:62.3 � I I 5x8 = 2x4 I I 5x8 - 5 2425 6 7 5.00 12 3x4 % 3x4 II 4 8i 4x4 3 2x4 II 6x10 = 2x4 II 9i22 M18SHS = 10 27 11 `b I 2 i �1 d 21 20 19 18 17 16 15 14 13 12 4x6 = 5x5 = 4x4 = 4x8 = 4x4 = 4xe = 4xB= 4x12 = 5x8 = 6x12 M18SHS= WO 11 i I 1-8-82 7-10.8 1341-8 18-8-8 23-8-8 28-2-8 32-4-4 357-8 510-0 5-10-0 SO-0 50.0 4-6-0 41-12 1 13-0 Plate Offsets(X.Y)- 15:0-5-12,0-2-81 17:0-5-12,0-2-81,[15:0-3-8 0-2-01.f21:0-2-8 0-2-121 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.49 14-15 >809 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.94 Vert(TL) -0.89 14-15 �>450 180 M18SHS 244/190 BCLL 0.0 Rep Stress Incr NO WB 1.00 Horz(TL) 0.13 12 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-MS Weight:505 lb FT=0% I LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied or 4-5-13 oc purlins, 9-11:2x6 SP No.2 except end verticals. BOT CHORD 2x6 SP No.2*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 12-16:2x6 SP DSS 7-2-7 oclbracing:14-15 WEBS 2x4 SP No.3*Except* 7-0-10 oc bracing:13-14. I 8-14,11-13:2x4 SP No.1,11-12,9-14:2x8 SP No.2,9-15:2x4 SP No.2 WEBS 1 Row at midpt 7-9.9-15 REACTIONS. (lb/size) 12=5320/0-7-0,21=2476/0-8-0 Max Horz 21=316(LC 8) Max Uplift 12=2541(LC 8),21=991(LC 8) i I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=362/76,2-3=-468/162,34=3885/1448,4-5=3987/1554,5-6=-4510/1792, 6-7=4510/1792,7-8=718/283,9-14=-901/428,8-9=-506/231,9-10=-9274/3713, 10-11=-9274/3713,11-12=-5149/2484 BOT CHORD 1-21=-58/366,20-21=-1410/3288,18-20=1507/3682,17-18=-1423/3631, 15-17=-1947/5087,14-15=-6440/17008,13-14=-6858/17951,12-13=229/499 WEBS 2-21=-346/246,3-21=-3479/1313,3-20=80/439,4-20=-342/183,4-18=-357/309, 5-18=144/388,5-17=-500/1440,6-17=399/249,7-17=-975/766,7-15=-1617/4532, 7-9=5861/2213,9-1 5=-1 2627/4756,9-13=-9286/3450,10-13=-995/553, 11-13=-3882/9859 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 oc,2x6-2 rows staggered at 0-9-0 oc,2x8-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Webs connected as follows:2x8-2 rows staggered at 0-9-0 cc,2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)lection.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;VuIt=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5j Provide adequate drainage to prevent water ponding. 6)All plates are MT20 plates unless otherwise indicated. 7)Plates checked for a plus or minus 0 degree rotation about its center. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) C'O WARNING aVerify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.1010312015 BEFORE USE. Design valid for use only with MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not ® a truss system.Before use,the building designer must verify the applicability of design parameters and 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,Alexandra,VA 22314. ,� Tampa,FL 36610 I i Job Truss Truss Type City Ply 1134712-Telese Buildirs-Detached Garage T12261989 J34712 A04G Roof Special Girder 2 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:06 2017 Page 2 ID:7bONgyNcgpbTu?gszJlaplySbYA-kR3NzP2h IfU4koBe3SKeXCLGLICiAH?g11H79t6ySZ3B NOTES- 11)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)3337 lb down and 1320 lb up at 28-4-6,489 lb down and 222 lb up at 30-4-4,537 lb down and 322 lb up at 32-4-4,and 307 lb down and 286 Ib.up at 34-3-15,and 562 lb down and 683 lb up at 35-3-14 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD(i Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-5=70,5-7=-70,7-8=70,9-11=70,1-12=20 Concentrated Loads(lb) Vert:9=3303 10=-317 11=324 26=449 27=245 ,I ,i I I i I i i I 'I I I I ,i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFOG 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 br cing WOW is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabricatlon,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and BCSI Building Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 i I 1 i Job Truss Truss Type Qty Ply �J34712-Telese Builders-Detached Garage T12281990 J34712 A05 Hip 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:07 2017 Page 1 ID:7bONgyNcgpbTu7gszJlaplySbYA Ced1B13JBzcxMymrd9rt4PtTd9gaOULA xtiPZySZ3A 6-9-14 13-0-0 18-8 8 245-0 30-7-2 375-0 6-9-14 6-2-2 5-8-8 5-8-8 6-2-2 6-9-14 Scale=1:63.2 5x8 = 2x4 II 5x8 = 4 24 5 25 6 5.00 12 3x4- i 3x4 3 7 _ d 3x6 j 3x6 � 2 8 1 9 d 17 16 15 14 13 12 I 11 10 3x6 3x6 II 5x5= 3x4 = 3x8 =4x6 3x4 = 5x5= 3x6 II 3x6 = = j I I �8-8 , 6-9-14 13-0-0 18-8-8 245-0 30-7-2 35-8-8 37-5-0 1.8-8 5-1.6 6-2-2 511 5-8-8 6-2-2 5-1-6 1.8-8 _Plate Offsets(X.Y)— f4:0-5-12,0-2-81,f6:0-5-12,0-2-81,r11:0-2-8.0-2-01,f16:0-2-8.0-2-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdef1 Ud I PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.72 Vert(LL) 0.19 14 '>999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.35 12-14 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(TL) 0.10 10 n/a n/a BCDL 10.0 Code FBC2014rTP12007 Matrix-MS Weight:203 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 17=1684/0-8-0,1 0=1 6 8410-8-0 Max Horz 17=220(LC 7) Max Uplift 17=711(LC 8),10=-613(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=2362/868,3-4=2264/906,4-5=2290/1002,5-6=-2290/1002,6-7=-2264/911, i 7-8=2362/892 BOT CHORD 15-16=676/2160,14-15=550/2012,12-14=:556/2012,11-12=699/2126 WEBS 3-16=-312/230,4-15=0/292,4-14=-153/498,5-14=-444/273,6-14=-145/498,6-12=01292, 7-11=312/217,2-16=-807/2209,2-17=-1569/696,8-11=749/2209,8-1 0=1 569/644 j NOTES- 1)Unbalanced roof live loads have been considered for this design. i 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;lve=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. j 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. j 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 17=711.10=613. I , I 'i 1 AWARNING-VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. 'I 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 ,A building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing WOW iT�k' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the j '1 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,OSB-89 and SCSI Building Component 6904 Parke Fall Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,R.36610 i I I I Job Truss Truss Type Qry Ply 1134712-Telese Builders-Detached Garage T12281991 J34712 A06 Hip 2 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc.Tue Oct 17 08:57:08 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA hgB80534Gkoz6L1BsM6cdQczZ62lw5JCbcFx?ySZ39 i 59-14 11-10 18-8-8 26-SO 31-7-2 37-5-0 i r 59-14 52-2 7-8-8 7-8-8 5-2-2 '7 Scale=1:63.2 I 5x8 = 2x4 II 5x8 = 5.00 12 4 22 5 23 6 I 4x6 j 4x6 3 7 2x4 11 2x4 I I 2 6 a 1 9 0 d 15 14 13 12 11 10 d 3x4= 3x4 = 44 3x4= 3x4 = 3x6 = 3x6 3x8 = j ! i j 37-5-0 1-8-e 2 11-0-0 1B$6 265-0 35-0A 3 1-8-8 e-11-8 74e-8 7-&8 I 8-11-8 Plate Offsets(X.Y)— f4:0-5-12.0-2-81.f6:0-5-12.0-2-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IoC) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.88 Vert(LL) 0.22 13 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.85 Vert(TL) -0.42 11-13 >958 180 j BCLL 0.0 Rep Stress Ina YES WB 0.94 Horz(TL) 0.14 10 n/a n/a BCDL- 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:191 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.2*Except* TOP CHORD Structural wood sheathing directly applied. 4-6:2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x4 SP No.2 MiTek recommends that Stabilizers and required Cross bracing WEBS 2x4 SP No.3 be installed during truss erection,in accordance with Stabilizer — Installation guide. REACTIONS. (lb/size) 15=1684/0-8-0,10=1684/0-8-0 Max Horz 15=186(LC 7) Max Uplift 15=711(LC 8),10=613(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 34=2371/909,4-5=2756/1151,5-6=-2756/1151,6-7=-2371/918 BOT CHORD 14-15=-657/1971,13-14=599/2127,11-13=608/2127,10-11=-685/1946 WEBS 3-14=49/331,4-13=306/830,5-13=620/393,6-13=-296/830,7-11=-50/331, j 3-15=-2334/1048,7-10=2334/983 NOTES- 1)Unbalanced roof jive loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;elave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other jive loads. 6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except at=lb) 15=711,10=613. I j I i I ,I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■.Y 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 ANSIITPI7 Quality Criteria,DSB-89 and BCSI Building Component i 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. j. Tampa,FL 36610 i i I Job Truss Truss Type Qty Ply J34712-Telese Builders-Detached Garage I i T12281992 J34712 A07 Hip 2 1 Job Reference o tiorial East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:09 2017 Page 1 I D:7bONgyNcgpbTu7gszJla plySbYA-9OkW b R4ZjastbGwDkauL9gzmgzTGUSCTRFMpU RySZ38 9-1 9-0 9-0-0 15-6-4 21-10.12 285-0_ 32-7-2 32 49-14 4-2-2 6-64 6-4-8 611 4-2-2 4-9-14 Scale=1:63.2 i i 5x8 2x4 II 3x4= 5x8= 5.00 12 4 5 24 25 6 7 I 4x6 4x6 3 8 2x4 11 2x4 I I 2 9 M 1 10 • a d o 17 16 15 14 13 12 11 3x6 _ 3x4= 3x4= 3x8= 46_ 3x4= 3x4= 3x4 = 3x6 •I 1 8 8 9-0-0 15E-4 21-10-12 28-5 35-8-8 37-5-0 1-8-8 7-3-8 6�4 648 6-6-47-3 8 1 8 8 Plate Offsets(X Y)— 14:0-5-12.0-2-81.17:0-5-12 0-2-81 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (IOC) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.29 13-15 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.78 Vert(TL) -0.56 13-15 >711 180 1 BCLL 0.0 Rep Stress Incr YES WE 0.63 Horz(TL) 0.15 11 n/a n/a I BCDL 10.0 Code FBC20141TPI2007 Matrix-MS Weight:191 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 or 5-9-14 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) 17=1684/0-8-0,1 1=1 6 8410-8-0 Max Horz 17=153(LC 7) Max Uplift 17=711(LC 8),11=-613(LC 8) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=255/239,3-4=-2371/896,4-5=-3162/1262,5-6=-3162/1262,6-7=3163/1267, 7-8=2371/910 BOT CHORD 16-17=-551/1705,15-16=629/2136,13-15=1030/3163,12-13=643/2136, 11-12=-588/1686 WEBS 3-16=-124/570,4-15=-458/1245,5-15=-476/303,6-13=-502/301,7-13=-448/1246, 8-12=125/569,3-17=-2349/997,8-11=-2347/938 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=9.Opsf;BCDL=6.Opsf;h=1811t;B=39ft;L=3in;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)excel pt at=lb) 17=711,11=613. I I i ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an Individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and prop edy Incorporate this design Into the overall buildbuilding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" ing required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I' j fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII'Quality Criteria,DSB-89 and BCSI Building Component .j 6904 Parke East Blvd. Safety Informatlon available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I I � ! Job Truss Truss Type Qty Ply 34712-Telese Builders-Detached Garage T12281993 J34712 A08G Hip Girder 2 A L Job Reference o do al East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:11 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-5PsGO76pEB6NrZ4cs?wpEF2BymAByNDmuZrwYKySZ36 3-9-14 7-0-0 12-11-2 18-M , 24 5 14_ 305-0 33-7-2 375-0 3-9-14 3-2-2 5_11-2 5-9-6 5-9-0 5-11-2 3-2-2 3-9-14 Scale=1:63.2 i I I 5x8 = 3x4 = 3x6 = 2x4 II 3x4 = 5x6 5.00 12 = 4 27 28 5 29 6 30 31 7 32 33 34 8 35 36 1 9 3x6 % 3x5 2x4 11 3 I 10 2x4 11 2 11 m 1 j 12 m lr5 6 d 19 37 38 18 39 40 17 16 41 42 15 43 44 14 3x6 _ 13 3xx 4= 3x4 = 3x4 = 4x5_ 3x4 3x4 = 3x44 = 3x6 3x8 = �I I I 1-8 8 7-0-0 12-11-2 18-" 24-5-14 30-5-0 35-M 37-5-0, 1-8-8 5-11-2 5-9-6 5-9-6 5-11-2 5-3-8 1-8-8 Plate Offsets tX.Y1— 14:0-5-12.0-2-81.[9:0-5-12.0-2-81 I LOADING it SPACING- 2-0-0 CS1. DEFL. in (IDc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Verl 0.39 17 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.76 Vert(TL) 0.63 17-18 >640 180 BCLL 0.0 Rep Stress]nor NO WB 0.53 Horz(TL) 0.13 13 n/a n!a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:377]b FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural woad sheathing directly applied or 4-5-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied)or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 20=2409/0-8-0,13=2409/0-8-0 Max Harz 20=119(LC 6) Max Uplift 20=1211(LC 8),13=1113(LC 8) Max Grav 20=2556(LC 32),13=2556(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=3131472,2-3=-248/448,3-4=-3948/1737,4-5=-6161/2795,5-7=-6951/3150, 7-8=6951/3150,8-9=-6163/2805,9-10=-3950/1760,10-11=-198/448,11-12=-246/472 BOT CHORD 1-20=-423/312,19-20=-862/2277,18-19=1447/3675,17-18=-2610/6210, 15-17=-2621/6159,14-15=-1469/3590,13-14=-912/2192,12-13=-423/239 WEBS 3-19=-667/1630,4-19=-334/262,4-18=-1301/2896,5-1 8=1 080/692,5-17=-403/931, 7-17=-603/467,8-17=-403/931,8-15=-1080/686,9-15=-1288/2895,9-14=334/263, 10-14=-668/1632,3-20=3534/1608,10-13=3532/1561 NOTES- 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 Do. Bottom chords connected as follows:2x4-1 row at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;lave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Provide adequate drainage to prevent water ponding. 6)Plates checked for a plus or minus 0 degree rotation about its center. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)•This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100]b uplift at joints)ex Ipt(jt=lb) 20=1211,13=1113. i i 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 property Incorporate this design Into the overall `, bolding design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' I always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPn Quality Criteria,DSB-89 and BCSI Builds 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 Truss Truss Type Qty Ply 134712-Telese Builders-Detached Garage T12281993 J34712 A08G Hip Girder 2 Job Reference(optional) East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:12 2017 Page 2 ID:7bONgyNcgpbTu7gszJlaplySbYA-ZbQeES7R7VEESjeoQiR2nTbMiAWQhgTv7DaT4mySZ35 NOTES- I I 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)162 lb down and 156 Ib up at 1-0-0,162 to down and 149 lb up at 9-0-12,162 lb down and 149 lb up at 11-0-12,162 lb down and 149 lb up at 13-0-12,162 lb down and 149 lb up at 15-0-12,162 lb downland 149 lb up at 17-0-12,162 lb down and 149 lb up at 18-8-B,162 lb down and 149 lb up at 20-4-4,162 lb down and 149 lb up at 22-4-4,162 lb down and 149 Ib up at 24-4-4,162 lb down and 149 lb up at 26-4-4,and 162 lb down and 149 lb up at 28-4-4,and 162 lb down and 156 lb up at 30-5-0 on top chord,and 307 lb down and 121 lb up at 7-0-0,45 lb down at 9-0-12,45 lb down at 11-0-12,45 lb down at 13-0-12,45 lb down at 15-0-12,45 lb down at 17-0-12,45 lb down at 1 B-8-8,45 lb down at 20-4-4,45 lb down at 22-4-4, 45 lb down at 2444,45 lb down at 26-4-4,and 45 lb down at 28-4-4,and 307 lb down and 121 lb up at 30-4-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,4-9=-70,9-12=70,21-24=20 Concentrated Loads(lb) Vert:4=-69(B)9=69(B)19=151(B)18=-22(B)5=69(B)17=22(131)7=-69(B)8=-69(B)15=-22(B)14=-151(B)2 I=-69(B)28=-69(B) 9=-69(B)30=-69(B)33=69(B) 34=69(B)35=-69(B)36=69(B)37=22(B)38=22(131)39=-22(B)40=22(B)41=22(B)42=22(B)43=-22(B)44=22(B) I i I I i i I I I I .I I 'I I 'I Lbuilding ING-verify design parameters and READ NOTES ON TIBS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev.1010 312 01 5 BEFORE USE, lid for use only with M(TekO connectors.This design is based only upon parameters shown,and is for an individual building component,notstem.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design into the overall esign.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing iVliTek° required for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the,storage,delivery,erection and bracing of trusses and truss systems,seeANSIITPN Quality Criteria,DSB-89 and BCSI Building Component 6904 Parke Fast BNd. formation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,rk 36610 East ,I I Job Truss Truss Type Qty Ply i34712-Telese Builders-Detached Garage T12281994 J34712 B01G Common Girder 1 ! Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 _ 8.130 s°Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:12 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplll bYA-ZbQeES7R?VEESjeoQiR2nTbP1AVahgHv7DaT4mySZ35 3-1-12 6-0-0 8-10-4 12-M 3-1-12 2-10-4 2-10-4 3-1-12 Scale=1:23.6 4x4= 4 i 5.00 12 3x4 % 3x4 3 5 4x4 6 4x4 2 7 1 I i d 19 10 20 9 21 I 8 22 HUS26 2x4 II HUS26 6x8 — HUS26 2x4 II HUS26 4x10 II HUS26 ,i 4x10 II 3 1-12 6-" 8-10-4 12-M 3 1-12 2-10-4 2-10-4 3-1-12 Plate Offsets(X.Y)— r1:0-5-0.0-0-31.r7:0-8-5,0-0-31.r9:04-0,0441 I LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.06 9-10 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.81 Vert(TL) -0.11 9-10 >999 180 BCLL 0.0 Rep Stress Incr NO WE 0.54 Horz(TL) 0.03 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MS Weight:155 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-1-14 cc purlins. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied)or 10-0-0 cc bracing. WEBS 2x4 SP No.3 SLIDER Left 2x6 SP No.2 2-6-0,Right 2x6 SP No.2 2-6-0 REACTIONS. (Ib/size) 1=3366/0-3-5,7=336710-3-5 Max Horz 1=101(LC 7) Max Uplift 1=-1284(LC 8),7=-1284(LC 8) I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-3=4875/1902,3-4=4266/1687,4-5=-4266/1687,5-7=-4875/1902 BOT CHORD 1-10=1632/4322,9-1 0=1 63214322,8-9=163214322,7-8=163214322 WEBS 4-9=1087/2837,5-9=-496/229,5-8=352/888,3-9=-496/229,3-10=351/888 NOTES- 1)2-ply truss to be connected together with 10d(0.131"xY)nails as follows: Top chords connected as follows:2x4-1 row at 0-9-0 cc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 cc. Webs connected as follows:2x4-1 row at 0-9-0 cc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Unbalanced roof live loads have been considered for this design. 4)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 5)Plates checked for a plus or minus 0 degree rotation about its center. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=1284,7=1284. 9)Use Simpson Strong-Tie HUS26(14-1Od Girder,4-1Od Truss,Single Ply Girder)or equivalent spaced at 2-0-0 cc maxJ starting at 2-0-12 from the left end to 9-114 to connect truss(es)to back face of bottom chord. 10)Fill all nail holes where hanger is in contact with lumber. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) i Vert:1-4=70,4-7=-70,11-15=-20 I I ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with 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 pp gg �" building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ,y'II'�'ek" is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPl1 Quality Criteria,DSB-89 and BCSI Building Component 'I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36510 I I � Job Truss Truss Type Qty Ply J34712-Telese Builders-Detached Garage T12281994 J34712 B01G Common Girder 1 Jlob Reference o fio al East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:12 2017 Page 2 ID:7bONgyNcgpbTu?gszJlaplySbYA-ZbQeES7R?VEESjeoQiR2nTbPlAVahgHv7DaT4mySZ35 LOAD CASE(S) Standard Concentrated Loads(Ib) Vert:9=1131(B)19=1131(B)20=-1130(13)21=1130(B)22=-1131(B) I I I I t 'I i I I i I i ;I I I I i I ,I I 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 MTek®connectors.This design Is based only upon parameters shown,and is for an Individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall I Iva building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MI'r��" 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 ANSUTPN 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 I � ,l I n I I Job Truss Truss Type Qty Ply TJ 712-Telese Buil6rs-Detached GarageT12281995 J34712 B02 HipReference(optic nIa[ East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:13 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-lo_1Ro74mpM54tD?zQyHJg7aSawTQPC2MtKOdDySZ34 5-3-8 6-8-8 j, 12-M! 5-3-8 1-5-0 5-3-8, 4x8= 4x4 Scale=1:22.0 = 2 3 5.00 1 4x4 2 I I I 4x4 I I I I A 1 4 d d jLi 7 6 5 8 1x4 II 3x4= 3x4 II 3x4 I I 5-M 6 8 8 12-M 5-3-8 11-0 53-8I Plate Offsets(X.Y)— (2:0-5-4 0-2-01 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.07 6-7 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.45 Vert(TL) -0.18 6-7 >751 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014fTP12007 Matrix-MS Weight:52 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied,or 10-0-0 cc bracing. 1-8,4-5:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 8=519/0-3-5,5=519/0-3-5 1 Max Horz 8=148(LC 7) Max Uplift 8=-190(LC 8),5=-190(LC 8) j I FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=608/252,2-3=484/277,3-4=-608/252,1-8=421/212,4-5=-421/212 BOT CHORD 7-8=106/497,6-7=-105/500,5-6=-103/483 NOTES- 1)Unbalanced roof live loads have been considered for this design. 1 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39(t;L=37ft;eiave=5ft;Cat. 1 I 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Plates checked for a plus or minus 0 degree rotation about its center. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide 1 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) 8=190,5=190. ,j I i I I I I � ®WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall1� ' building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the11 fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component �I 6904 Parke Fist Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandda,VA 22314. Tampa,FL 36610 I I j I I I Job Truss Truss Type City Ply J34712-Telese Builders-Detached Garage T72281996 J34712 B03G Hip Girder 1 1 Jab Reference (optional) East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:14 2017 Page 1 I D:7bONgyNcgpbTu?gszJlaplySbYA-V_YPf88iX6Uyil oBX7TWsugkG_J69ozCbX3a9fySZ33 3-3$ B-8-8 1 12-M 3-3-8 5-5-0 3-3-8 'I Scale=1:20.4 4x8= 4x4 = 5.00 12 2 9 10 3 I I I 3x8 % 3x4 4 Li H i N I I CS 7 11 12 6 13 6 4x4 = 4x8= 5 I 2x4 11 2x4 I i 3-3.8 8.8-8 ! 12-0-0 3-M 5-5-0 3-3-8 Plate Offsets(X Y)— I2:0-5-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 16.0 Lumber DOL 1.25 BC 0.23 Vert(TL) -0.06 6-7 �>999 180 1 BCLL 0.0 ' Rep Stress Incr NO WS 0.21 Horz(TL) 0.01 5 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matrix-MS Weight:61 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied,or 9-10-14 oc bracing. 1-8:2x6 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=386/0-3-5,5=387/0-3-5 Max Horz 8=-114(LC 30) Max Uplift 8=-291(LC 8),5=290(LC 8) Max Grav 8=570(LC 36).5=570(LC 37) q FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=779/434,2-3=-713/430,3-4=-801/446,1-8=544/300,4-5=539/300 BOT CHORD 6-7=356/730 WEBS 1-7=331/688,4-6=-339/701 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=9.Opsf;BCDL=6.0psf;h=18ft;B=39ft;L=37ft;el ve=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;lLumber 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. j 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) 8=291,5=290. 8)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)237 lb down and 225 lb up at 3-3-8,111 lb down and 76 lb up at 5-4-4,and 111 lb down and 76 lb up at 6-7-12,and 237 lb down and 225 lb up at 8-8-8 on top chord,and 67 lb down and 105 lb up at 3-3-8,18 lb down and 7 lb up at 5-4-4,and 18 lb down and 7 lb up at 6-7-12,and 67 lb down and 105 lb up at B-7-12 on bottom chord. The design/selection of such connection device(s)is the responsibility,of others. j 9)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-2=70,2-3=-70,3-4=-70,5-8=-20 I � 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 MTek®connectors.This design is based only upon parameters shown,and Is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' Is ahvays required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPII Quality Criteria,DSB-89 and BCSI Building Component 69D4 Padre East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I i Job Truss Truss Type City Ply IJ34712-Telese Builders-Detached Garage T72281996 J34712 B03G Hip Girder 1 1 - Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 115 2017 MiTek Industries,Inc. Tue Oct 17 08:57:14 2017 Page 2 ID:7bONgyNcgpbTu?gszJlaplySbYA-V YPf88iX6UyiloBX7TWsugkG_J69ozCbX3a9fySZ33 LOAD CASE(S) Standard Concentrated Loads(lb) Vert:2=60(F)3=60(F)7=70(F)6=7(F)11=7(F)12=7(F)13=63(F) I I I I I i I I i I i I I I i I i ,I i I 1 I I i ®WARNING-Verify design parameters and READ NOTES ON TWS 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 lag building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing _i MiTek( I s 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 ANSI1TPII Quality Criteria,DSB-89 and SCSI Building Component Tamp Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. I Tampa,FL 36610 i I I Job Truss Truss Type Qty Ply �IJ34712-TeleseBuilders-Detached Garage T12281997 J34712 V4 Valley 1 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 05 2017 MiTek Industries,Inc. Tue Oct 17 08:57:15 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-zA6nsU9KIQcoJBNN5R105DO7NgnuITLpBp7h5ySZ32 2-M 4-0-0 2-M 2-0-0 3x4 = Scale=1:7.5 5.00 12 2 3 1 i I I I i I 2x4 2x4 � I 4-M 4-M I Plate Offsets(X Y)— I2:0-2-O,Edgel 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 0.05 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.14 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 3 n/a n/a BCDL 10.0 Code FBC2014frP12007 Matrix-P Weight:10 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 4-0-0 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 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=114/4-0-0,3=114/4-0-0 Max Horz 1=-21(LC 6) Max Uplift 1=-42(LC 8),3=42(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;lave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for alive 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)1,3. j .I i I i I I 7WARNINGING-Verify design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev.10/03/2016 BEFORE USE, lid for use onlywith MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not stem.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Intothe overall But esign.Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''i'��" required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPII Quality Criteria,DSB-89 and SCSI Building Component `� 6904 Parke Fast Blvd. formation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Tampa,FL 36610 I I / y Job Truss Truss Type Qty Ply J34712-Telese Builders-Detached Garage T12281998 J34712 ZCJ1 Jack-Open 12 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 115 2017 MiTek Industries,Inc. Tue Oct 17 08:57:15 2017 Page 1 I D:7 bONgyNcgpbTu?gszJ IaplySbYA-zA6nsU9IKl QcoJ B N N5ft105D?d N iRuITLpBp7h5ySZ32 Scale=1:6.5 5.o0 12 2 I n ! dr ! d � Ao d � o 2x3= I ! d 1-0-0 ! 1-0-0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 6 n/r 120 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.03 Vert(TL) -0.00 6 I' 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:3 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 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=90/Mechanical,3=0/Mechanical Max Horz 2=100(LC 1),3=100(LC 1) Max Uplift 2=-78(LC 8) Max Grav 2=90(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Wind:ASCE 7-10;Vuft=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2. ,i ! i I 7,& ING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev.1 010 312 015 BEFORE USE. lid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �- tem.Before use,the building designer must verity the applicability of design parameters and propedy incorporate this design Into the overall ■■�//�.�YYesign.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek" required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the ,storage,delivery,erection and bracing of trusses and truss systems,see ANSIfTPI1 Quality Criteria,DSB-89 and BCSI Bulldi g Component 'I 6904 Parke East Blvd. ormation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ,� Tampa,FL 36610 I I r s Job Truss Truss Type Qty, Ply J34712-Telese Build rs-Detached Garage T12281999 J34712 ZCJ3 Jack-Open 10 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:16 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA SMg94q y3kkfxKyZfYW xJl7gnz?dlwV2rYgDXySZ31 3-M 3-0-0 Scale=1:10.8 3 i 5.00 12 1x4 II 2 • o N 1 4 1x4 II 5 2-4-8 3-0-0 24-8 I0-7-8 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.33 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-MP Weight:10 lb FT=O% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structur I wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly appliedl or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Mi rek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 3=-71/Mechanical,4=-99/Mechanical,5=436/0-8-0 Max Harz 5=77(LC 8) Max Uplift 3=-71(LC 1),4=99(LC 1),5=303(LC 8) Max Grav 3=40(LC 8).4=73(LC 8),5=436(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=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. ll;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4 except(jt=lb) 5=303. I I I 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 MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall • building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing �''''��" is always required for stability and to prevent 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-09 and BCSI Buildl 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 ! A Job Truss Truss Type City Ply J34712-Telese Builders-Detached Garage T12282000 J34712 ZCJ3A Jack-Open 2 1 11 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:16 2017 Page 1 — ID:7bONgyNcgpbTu?gszJlaplySbYA-SMg94'qAy3kkfxKyZfYW xJl8fn_5dl2V2rYgDXySZ31 3-0-0 L _J r 3-0-0 Scale=1:10.8 3 5.00 12 1x4 2 0 N 1 0 2X3 = 4 d 5 1x4 II � I 1-8-8 1 10- 3-0-0 1-8-8 0-1-1 1-1-14 I LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.26 Vert(TL) 0.00 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-MP Weight:10 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. WEBS 2x4 SP No.3 MiTek Pecommends that Stabilizers and required cross bracing be installed during truss a ection,in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 3=-29/Mechanical,4=-59/Mechanical,5=35310-3-0 Max Horz 5=77(LC 8) Max Uplift 3=-34(LC 3),4=59(LC 1),5=237(LC 8) Max Grav 3=15(LC 4),4=47(LC 8),5=353(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. I NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.0psf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by2-0-0 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)3,4 except at=1b) 5=237. I �I i it I ' I I I WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1 010 312 0 1 5 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 WOW building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing ,i IVI IPr�' 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,DS8-89 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 �1,134712-Telese Builders-Detached Garage T12282001 J34712 ZCJ5 Jack-Open 8 1 ob Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:17 2017 Page 1 I D:7bONgyNcgpbTu7gszJlaplySbYA-wZDXHAAag1 sWZUXmCFt DUWIGNBK9MC2eHV1 EmySZ30 5-0-0 5-M � Scale=1:15.0 3 I 5.00 12 1x4 II 2 O N I I 1 i 4 2x3 �• 5 1x4 II I I. 1 8 8 2-0-8 5-M 1-8-8 0-4-0 2-11-8 .� i 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 0.38 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing lirectly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 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) 3=63/Mechanical,4=2/Mechanical,5=38010-8-0 Max Horz 5=130(LC 8) Max Uplift 3=60(1_C 8),5=217(LC 8) Max Grav 3=85(LC 13),4=30(LC 3),5=380(LC 1) j FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=264/197 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18111;B=39ft;L=37ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);Cantilever left and right exposed;end vertical left and right exposed;1 Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 ex ept at=lb) 5=217. I I I ;I 1WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev.f0/0312015 BEFORI E USE. Design valid for use onty with MiTek®wnnedors.This design is based anty 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 br icing .i MiTek' (s aN+ays 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 SCSI 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 II Job Truss Truss Type Oty Ply IJ34712-Telese Builders-Detached Garage T12282002 J34712 ZEJ5 Jack-Open 4 1 i Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 OB:57:17 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-wZDXHAAaq 1 sVVZUXmCF1 DU WIGNBK9MC2eFM EmySZ30 i 5-M 5-0-0 Scale=1:14.9 3 5.00 12 I 1x4 II 2 O N N 1 4 'I 2x3 5 1x4 II 1-8 8 2-0-8 5-0-0 1 I 1-8-8 2-11-8 d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)_ Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.01 4-5 >999 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.27 Vert(TL) 0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:17 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structure,wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 MiTek'recommends that Stabilizers and required cross bracing be installed during truss election,in accordance with Stabilizer [Installation guide. REACTIONS. (lb/size) 3=63/Mechanical,4=2/Mechanical,5=380/0-8-0 Max Horz 5=130(LC 8) Max Uplift 3=-60(LC 8),5=217(LC 8) Max Grav 3=85(LC 13),4=30(LC 3),5=380(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. j WEBS 2-5=264/197 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)As requested,plates have not been designed to provide for placement tolerances or rough handling and erection conditions. It is the responsibility of the fabricator to increase plate sizes to account for these factors. 3)Plates checked for a plus or minus 0 degree rotation about its center. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Refer to girder(s)for truss to truss connections. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3 except Ot=lb) 5=217. I i I I i� ®WARNING-Ved/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev.1e/03/2016 BEFORE USE. � Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and propedy Incorporate this design into the overall �+t AA� building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing idl iTek° is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fahricatian,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria,DSB-89 and SCSI Building Component :1 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 Truss Truss Type City Ply J34712-Telese Builders-Detached Garage T12282003 J34712 ZEJ7 Jack-Open 26 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s SepII15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:18 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-OInwUWBCbL NAe6ymzYSOkgPHbfN5epoV91nlQySZ3? 7-0-0 7-0-0 i3 Scale=1:19.6 it it 5.00 12 o � C� 1x4 II 0 2 N I 1 o. 6- 2x3 5 4 1x4 II 1-8 7-M 1 8-8 4-0 4-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) -0.03 4-5 >999 240 MT20 2441190 TCDL 15.0 Lumber DOL 1.25 BC 0.34 Vert(TL) -0.06 4-5 ,>937 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(TL) 0.04 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=0% LUMBER- BRACING- l TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 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. (Ib/size) 3=139/Mechanical,4=42/Mechanical,5=443/0-8-0 Max Horz 5=182(LC 8) j Max Uplift 3=-117(LC 8),5=-219(LC 8) Max Grav 3=162(LC 13),4=80(LC 3),5=443(LC 1) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=373/302 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. Il;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposedl 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=117,5=219. �I WARNING-verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev.1010312015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not �s 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 br cing �''''�k' I s 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 ,J34712-Telese Builders-Detached Garage T72282004 J34712 ZHJ5 Diagonal Hip Girder 2 1 ' Job Reference (optional) East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep 15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:18 2017 Page 1 ID:7bONgyNcgpbTu?gszJlaplySbYA-OlnwUWBC6L— NAe6ymzYSOkgMNbZv5fhoV91nlQySZ3? 2-7-13 3-9-9 1: 7-0-2 2-7-13 1-1-12 3-2-8 Scale=1:15.6 3 .I 3.54 12 9 M 2x4 II 4 2 f N N I d N I 1 2x4 = 10 11 4 i 5 2x4 11 i 25-11 2 7- 7-0-2 2-5-11 0--10 4-4-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (]cc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.09 4-5 >581 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.75 Vert(TL) 0.13 4-5 >395 180 BCLL 0.0 Rep Stress Incr NO WB 0.03 Horz(TL) -0.13 3 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-MP Weight:23 lb FT=0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0 0 cc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be instilled during truss a ection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 3=33/Mechanical,4=55/Mechanical,5=48510-4-4 Max Horz 5=129(LC 8) Max Uplift 3=-84(LC 8),4=77(LC 17).5=-501(LC 8) Max Grav 3=85(LC 28),4=62(LC 24),5=573(LC 31) i FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 2-5=341/322 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. 11;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)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 atjoint(s)3,4 except Gt=lb) 5=501. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)86 lb down and 128 lb up at 4-2-15,and 103 lb down and 170 lb up at 4-2-15 on top chord,and 61 lb down and 106 lb up at 1-4-15,61 lb down and 1136 lb up at 14-15,and 30 lb down and 87 lb up at 4-2-15,and 56 lb down and 128 lb up at 4-2-15 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-3=70,4-6=-20 i Concentrated Loads(lb) Vert:9=147(F=85,B=63)10=-123(F=-61,13=61)11=138(F=81,B=57) ; ®WARNING-VerUy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not, �• a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall p q�ra ,building design.Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing I VI iTek' is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing oftrusses and truss systems,see ANSUTP11 Quality Criteria,DSB-89 and SCSI Bulldi Ig component ! 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ' Tampa,FL 36610 'I � ' I Job Truss Truss Type City Ply �IJ34712-TeleseBuilders-Detached Garage T12282005 J34712 ZHJ7 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep�15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:19 2017 Page 1 ID:7bONgyNcgpbTu?gszJlapiySbYA sxLlisCgMf6Eooh8Kg3hZxNZk?_1g4KxkonLgsySZ3_ 5-2-9 9-10-1 1 5-2-9 4-7-8 2x4 If Scale=1:19.9 4 5 i 3.54 12 13 '! i 4x4 3 12 2x4 II 2 ' I I i 1 I I 14 15 16 7 2x4= 8 3x6 =6 3x8 = i I 2-4-10 ,2-10-4, 6-2-7 9-10-1 2-4-10 0-5-10 3-4-2 3-7-10 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) -0.09 7-8 >853 240 MT20 244/190 TCDL 15.0 Lumber DOL 1.25 BC 0.44 Vert(TL) -0.10 7-8 >846 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Horz(TL) 0.00 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-MS Weight:46 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 except end verticals. WEBS 2x4 SP No.3*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-8:2x8 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer [installation guide. REACTIONS. (lb/size) 7=157/Mechanical,8=49610-11-5 Max Horz 8=216(LC 7) Max Uplift 7=-97(LC 5),8=552(LC 8) Max Grav 7=297(LC 30),8=698(LC 31) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=337/633,2-3=-292/620 BOT CHORD 1-8=569/344,7-8=-196/340 WEBS 3-8=619/388 i NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=9.Opsf;BCDL=6.Opsf;h=18ft;B=39ft;L=37ft;eave=5ft;Cat. II;Exp C;Encl.,GCpi=0.18;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed.Lumber DOL=1.60 plate grip DOL=1.60 2)Plates checked for a plus or minus 0 degree rotation about its center. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide ;I 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)7 except(jt=1b) 8=552. 7)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)103 lb down and 170 lb up at 4-2-15,103 lb down and 170 lb up at 4-2-15,and 131 lb down and 82 lb up at 7-0-14,and 131 lb down and 82 lb up at 7-0-14 on top chord,and 61 lb down and 106 lb up at 1-4-15,61 lb down and 106 lb up at 1-4-15,57 lb down and 128 lb up at 4-2-15,57 lb down and 128 lb up at 4-2-15,and 18 lb down and 7 lb up at 7-0-14,and 18 lb down and 7 Ib up at 7-0-14 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 8)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). I LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.25,Plate Increase=1.25 Uniform Loads(plf) Vert:1-4=70,4-5=-30,6-9=20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7477 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 .� I- building design.Bracing indicated is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent br cing ryt 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 o1 trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and Bost Building Component I 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. ,I Tampa,FL 36610 I ,I Job Truss Truss Type Qty Ply— J34712-Telese Builders-Detached Garage T12282005 J34712 ZHJ7 Diagonal Hip Girder 4 1 Job Reference o tional East Coast Truss, Ft.Pierce,FL 34946 8.130 s Sep15 2017 MiTek Industries,Inc. Tue Oct 17 08:57:19 2017 Page 2 ID:7bONgyNcgpbTu?gszJlaplySbYA-sxLlisC Mf6Eooh8Kg3hZxNZk?_1g4KxkonLgsySZ3_ LOAD CASE(S) Standard Concentrated Loads(lb) Vert:12=170(F=85,B=85)14=123(F=61,B=61)15=161(F=81,B=81)16=14(F=7,B=7) ,I i ,I I - it I I i ;I i `I I ®WARNING-Varify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.10/03/2015 BEFORE USE. Design valid for use only with MITek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing ;I Is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the p q iTek' fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPN Quality Criteria,DSB-89 and SCSI Building Component ;I 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 Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 1 2 3 1. Additional stability bracing for truss system,e.g. TOP CHORDS diagonal or X-bracing,is always required. See BCSI. O'�1fi r c1-2 02-3 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves p WEBS o� 4 may require bracing,or alternative Tor I T R � w bracing should be considered. I O= 5 ''� �3A - - —— - - --— — ---- — — —- —3—— - — _.—_._ _ - everexceed the design loading shown and never CIL s� 8 U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 X 2 orientation,locate c a CS-7cs s I-_ designer,erection supervisor,property owner and plates 0- 'Id'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 ANSI/TPI 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 ANSI/TPI 1. Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software 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 ICC-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 chards 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 ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at ft.spacing, BEARING g y or less,if no ceiling is installed,unless otherwise noted. 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, Mil"eka 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev. 10/03/2015