Loading...
HomeMy WebLinkAboutTRUSS REVISION Lumber design value are in accordance with ANSI/TPI 1 section 6.3 SCANNED These truss designs rely on lumber values established by others. BY ® St Lucie C®unti MiTek RE: 75430 -VERDONCK ADDITION MiTek USA, Inc. 6904 Parke East Blvd. Site Information: JJ FL JR10-4]15 Customer Info: DON HINKLE CONSTRUCTION Project Name: VERDONCK ADD �N Modell: Lot/Block: Subdivision: Address: 267 BERMUDA BEACH DRIVE City: FORT PIERCE S#ate: FL Name Address and License#of Structurall 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: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 13 individual,Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003,section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name[Da�te 1 T14852826 DGEM /18 12 1 T148528271 M 1 8/17/18 1 13 1 T148528281 MHVA 1 8/17/18 1 14 I T148528291 MHVB 1 8/17/18 I 15 1 T148528301 MHVC 1 8/17/18 1 16 1 T14852831 1 MHVD 1 8/17/18 1 17 1 T148528321 MHVE 1 8/17/18 I 18 1 T148528331 MVA 1 8/17/18 I RECEIVED 19 1 T148528341 MVB 18/17/18 1 110 1 T148528351 MVC 1 8/17/18 1 111 1 T148528361 MVD 1 8117/18 1 O C T 01 2018 12 1 T14852837 I VA 8/17/18 3 7 ST. Lucie County, P�rmltting (� e *n :a '{ v ' been prepared by ,���� R p MiTek USA,Inc.under my direct supervision based on the parameters •� P�.•••t 1V•. �ti�L�,� provided by Chambers Truss. �C SF•. �' Truss Design Engineer's Name: Finn, Walter :• 0 22839 My license renewal date for the state of Florida is February 28,200. IMPORTANT NOTE: The seal on these truss component designs is a certification p STATE OF :•4 that the engineer named is licensed in the jurisdiction(s)identified and that the <(/� designs comply with ANSI/TPI 1. These designs are based upon parameters '',��•;c� O R X p:=N shown(e.g.,loads,supports,dimensions,shapes and design codes),which were �, �►' •. ..• �C?�% given to MiTek. Any project specific information included is for MiTek's customers �i,�S/O N AL �� file reference purpose only,and was not taken into account in the preparation of these designs. MiTek has not independently verified the'applicability of the design wafter P.Finn PE No.22839 parameters or the designs for any particular building. Before use,the building designer MiTek USA,Inc.FL .22ert 39 should verify applicability of design parameters and properly incorporate these designs MITe Parke East Blvd.Tampa FL 33610 into the overall building design per ANSI/TPI ter 6634 2. Date: August 17,2018 COPY p Finn,Walter 1 of 1 Job Truss Truss Type Qty Ply VERDONCK ADDITION T14852826 75430 DGEM Monopitch Supported Gable 1 1 II Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:51 2018 Pagel ID:rrBSnNzySVK17UZecP7GJwysHkZ-DEF1xh?AQgwlkHQc7Oq?uKUEO_bAHQtNTWVkYRyn03M 2-0-0 1-11-11 2- 4 14-4-5 14 -14 16-40 2-0.0 1-11-it 0. -9 12-4-1 0. -9 1-11.2 Scale=1:30.3 2x3 11 3x4 11 2X3 11 17 7 8 2x3 I I 6 3X5 11 5 4 16 2.00 12 15 3 i 14 2 I o' 7x8 11 13 12 11 10 9 5x6= 2X3 11 2X3 11 24 I 3X4 I I 7x8= 16-4-0 16-4.0 Plate Offsets Y-- 2:0-3-8 Ede 2:1-0-11 Ede 13:0-3-0 0-3-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Doc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.01 1 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.04 1 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:67lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 16-4-0. (lb)- Max Horz 2=253(LC 12) Max Uplift All uplift 100 lb or less at joints)9 excep 2=550(LC 8),10=-178(LC 9),l l=-214(LC 12),12=-177(LC 1),13=621(LC 12) Max Grav All reactions 250 lb or less at joints)9,1I0,11,12 except 2=377(LC 1),13=681(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 24=-267/100 WEBS 7-10-109/338,6-11=161/312,4-13=496/856 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=2ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Comer(3)-2-0-5 to 0-11-11,Exterior(2)0-11-11 to 16-2-4 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSUTPI 1. 3)Gable requires continuous bottom chord bearing. 4)Gable studs spaced at 2-0-0 oc. 5)This truss has been designed for a 10.0 fast bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing p1 to capable of withstanding 100 lb uplift at joint(s)9 except Qt=lb) 2=550,10=178,11=214,12=177,13=621. Walter P.Finn PE No.22839 fdiTek USA,Inc.FL Celt 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2011 WARNING-Vedfy design parameters and READ NOTES ON THIS AND INCLUDED MRFKREFERANCE PAGE MD-7473 rev.M12=015 BEFORE USE Design valid for use only with MiT08 connectors.This design is based onl,upon parameters shown,and is for an individual building component,not - a truss system.Before use.the building designer must verify the applicabdity,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 MiTe is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 6904 Parke East Blvd. storage,delivery;erection and bracing of trusses and truss systems.seeANSI/IPII QuaW Crft ft DSB 89 and BCSI BUWIny CatnpOneef Tampa,FL 33610 Safety Wotmalknov®lable from Truss Plate Institute.218 N.Lee Sheet.Sglte 312.Alexandria VA 22314. 1 Job Truss Truss Type Qty i Ply VERDONCK ADDITION T44852827 75430 • M Monopitch 9 1 1 I Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:52 2018 Page 1 ID:rr8SnNzySvK17UZBcP7GJwysHkZ-hQpP810oB839LQ?oh6LERY1 MuOsAOoUXiaFH4tyn03L 2-0-0 9-0-3 16-4-0 17-1-0 2-0-0 9.0.3 73-13 Scale=1:30.7 2.00 F12 4x5 li 4 5 17 16 5x8 3 15 9 0 14 co i 13 1� 2 12 0 8 7 3x5= 3x6= 6 2x3 II 6x8= 9-0-3 16-4-0 9-0-3 73-13 Plate Offsets(X,Y) f3:0-4 0 0-3 Ol (4.0-2-8 0-1-121 LOADING(psf) SPACING- 2-0-0 CSII. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) -0.20 7-11 >978 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.56 Vert(CT) -0.40 7-11 >482 240 BCLL 0.0 Rep Stress Incr YES WB 0.55 Horz(CT) -0.04 6 rVa n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-MS Wind(LL) 0.42 7-11 >465 240 Weight:69lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP 1A 30 TOP CHORD StrJbtu al wood sheathing directly applied or 4-8-2 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 1 Row at midpt 3-6 REACTIONS. (Ib/size) 6=642/0-8-0,2=714/0-8-0 Max Horz 2=299(LC 12) Max Uplift 6=-713(LC 12),2=825(LC 12) FORCES. (Ib)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-1848/1615,4-6=200/396 BOT CHORD 2-7=-1772/1851,6-7=1773/1823 WEBS 3-7=2/362,3-6=1818/1766 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)-2-0-5 to 0-11-11,Interior(1)0-11-11 to 17-1-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=h.60 plate grip DOL=1.60 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)`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. 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except Qt=lb) 6=713,2=825. Wabr P.Finn PE No,22839 MiTek USA,Inc.FL Carl 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 WARNOJG-Verify design parameters and READ NOTES ON THIS AND WCLUDED MlTEKREFERANCE PAGE MO-7473 rev-10/A4/2015 BEFORE USE Design valid for use only with MiTekO connectors.This design is based only upon parameters shown.and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i' braldng design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members onl p�y.Additional temporary and permanent bracing f V A(Tetc is always required for stability and to prevent collapse witty possible personal Injury and property damage. For general guidance regarding the fabrication.storage.delivery,erection and bracing of trusses and truss systems,seeANSMIJ QuaW CrCerla,DS949 and BC91 Bu@dhzg Component 6904 Parke East Blvd. Sdefy 5f nitaffmlovalabte from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria VA 22314. Tampa,FL 33610 1 I Job Truss Truss Type Qty Ply VERDONC K ADDITION T14852828 75430 , MHVA Valley 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:53 2018 Page 1 ID:rrSSnNzySvK17UZ8cP7GJwysHkZ-AcNnMN1QyRBOzaZ_FpsTZIZVpoEJILCgxE_gdJynO3K 5 9 15 22-2-11 24-3-7 5-9-15 16 4-13 2 0 12 Scale=1:38.9 3.00 F12 5x6= 2x3 II 3x6= 2x3 I I 3x4 11 is 23 16 17 18 4 5 6 19 20 7 8 I 1 14 ( i 3x4 13 12 11 10 9 2x3 11 3x6=2x3 11 2x3 11 3x6 11 22-2-11 22-2-11 Plate Offsets(X Y) (2:0 0 0 0 1 121 j2:0-3-0 0-2-121 f3:0-1-12 0-0-011 -- LOADING(psf) SPACING- 2-0-0 CS I 11. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TCJ 0.79 Vert(LL) -0.02 8 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BCJ 0.44 Vert(CT) -0.02 8 n/r 90 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Mafrix-S Weight:73lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-2-11. (lb)- Max Horz 1-103(LC 12) Max Uplift All uplift 100 lb or less at joints)except 1—125(LC 12),9=-490(LC 12),11=-374(LC 12), 10=-395(1-C 12),13=417(LC 12) Max Grav All reactions 250 ib or less at joint(s)1 exce t 9=332(LC 22),11=383(LC 22),10=429(LC 21), 13=393(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-9=-280/506 WEBS 4-11=288/410,6-10—308/430,3-13=-273/459 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=22ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-3 to 4-2-3,Intedor(1)4-2-3 to 5-9-15,Exterior(2)5-9-15 to 10-0-13 zone;C-C for members and forces&MW FRS for reactions s own;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 125 lb uplift at joint 1,490 Ito uplift at joint 9,374 lb uplift at joint 11,395 lb uplift at joint 10 and 417 lb uplift at joint 13. Walter P.Finn PE No12839 Mi7ek USA,Inc.FL Cert 6634 699 Parke East Blvd.Tampa FL 33618 Date: August 17,2018 WARNWG-Verify design parameters and READ NOTES ON TH S AND INCLUDED,MITEKREFERANCE PAGEM11.7473 rev,1 010 3/2 0 1S BEFORE USE Design valid for use only with MiTekib connectors.This design is based only upop parameters shown,and is for an individual building component not a truss system.Before use,the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MOW Is always required for stability and to prevent collapse with possible personal Injury and property damage.For general guidance regarding the 6904 Parke East Blvd. storage.delivery,erection and bracing of trusses and truss systems.1seeANSU/Plf CUOW Crftft OS849 and BCS1 Bo®dIng Component Safefy SNonnallonavoilable from Taus Plate Institute,218 N.Lee Sheet,Suite 31 Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type City Ply VERDONCK ADDITION T14852829 75430 MHVB Valley 1 1 Job Reference(optional) Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:54 2018 Page 1 ID:rreSnNzySvK17UZ8cP7GJwysHkZ-eox9Zj22jlJtbkBBoXNiWz6pl CezUoFpAukO9mynO3J 6-5-15 12-5-15 18-2-11 24-2-11 26-3-7 6-5-15 6-0-0 5-8-13 6-0-0 2-0.12 Scale=1:42.1 3.00 12 4x6= , 2x3 II 3x6= 2x3 I I 3x4 II 2 15 16 17 3 4 5 18 19 6 7 I o 14 13 1 TJ 1 0 3x4 12 6-0-0 11 10 9 6-0-0 8 x 11 2x3 11 6-5-15 12-5-15 18-2-11 _ ` 24-2-11 6-5-15 6-0-0 1 5-8-13 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 6.25 Vert(LL) 0.01 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BCJ 0.15 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES W B 0-15 Horz(CT) 0.00 8 n/a n/a BCDL 10.0 Code FB02017/T-P12014 MatiI ix-S Weight:80 lb FT=20% LUMBER- BRACING- TOP CHORD 20 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 24-2-11. (lb)- Max Harz 1=117(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 1=-161(LC 12),8=497(LC 12),12=441(LC 12), 10=-451(LC 12),9=-398(LC 12) Max Grav All reactions 250 lb or less at joint(s)1 except 8=337(LC 1),12=432(LC 1),10=436(LC 1),9=425(LC 1) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-8=-284/513 WEBS 2-12=295/501,3-10=330/489,5-9=-301/433 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDLr4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=24ft;eave=4ft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)III-2-3 to 4-2-3,interior(1)4-2-3 to 6-5-15,Exterior(2)6-5-15 to 10-8-13 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load no concurrent with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 161 lb uplift at joint 1,497 lb uplift at joint 8,441 lb uplift at joint 12,451 lb uplift at joint 10 and 398 lb uplift 6t joint 9. Walter P.Finn PE No.22839 Peek USA,Inc.FL Cart 6634 6904 Parke East Btvd.Tampa FL 33610 Date: August 17,2018 WARNMG-Verify design parameter.and READ NOTES ON THIS ANDWCLUDED MDFK REFERANCE PAGEMI 7473 rev.10/03I2015 BEFORE USE Design valid for use only With MiTek®connectors.This design is based only upon parameters shown,and Is for on Individual building component,not C +t a teas system.Before use,the building designer must verify the applicab8lfy of design parameters and properly Incorporate this design into the overall i�Yf building design. Bracing Indicated Is to prevent buckling of individual truss web ohd/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,se6AAWMI19uafdp C19eda,DS849 and R=BuMdhg Component 6904 Parke East Blvd. Safaty btfiinnaffonavallable from Truss Plate Institute.218 N.Lee Street,Suite 312.aexandria,VA 22314. Tampa,FL 3WI0 Job Truss Truss Type City I Ply VERDONCK ADDITION - - T14852830 75430 MHVC Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 g7:35:55 2018 Page 1 I D:rrBSnNzySvK17UZ8cP7GJwysHkZ-6?VXm32hU3RkCujNMEvx2Afzbb_uDEEzOYTxhCynO31 7-1-15 13-1-15 20-2-11 26-2-11 28-3-7 7-1-15 6-0-0 7.0-13 6.0-0 2-0-12 Scale=1:46.4 3.00 12 4x5= 3x5 II 2x3 11 24 11 3x6= 3x4 11 2 3 17 18 4 19 5 20 6 21 7 8 15 16 t o 6-0-0I 3x4 14 13 12 11 19 6-0-0 9, 2x3 II 2x3 II 3x6 2x3 11 2x3 11 3x6 11 7-1-15 13-1-15 20.2-11 26-2-11 7-1-15 6-0-01 7-0-13 6-0.0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 8 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) 0.01 8 n/r 120 BCLL 0.0 Rep Stress lncr YES WB 0.17 Horz(CT) 0.00 9 r9a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S Weight:88lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 26-2-11. Qb)- Max Horz 1=132(LC 12) Max Uplift All uplift 100 lb or less at joint(s)except 1=1118(LC 12),9=483(LC 12),14=-354(LC 12), 13_158(LC 12),11=-522(LC 12),10=-461(LI C 12) Max Grav All reactions 250lb or less at joint(s)1,13 except 9=325(LC 1),14=305(LC 1),11=511(LC 1), 10=485(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 7-9=-274/498 WEBS 2-14=-233/427,4-11=379/561,5-10=347/502 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=26ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-2-3 to 4-2-3,Interior(1)4-2-3 to 7-1-15,Extedor(2)7-1-15 to 11-4-13 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 118 lb uplift at joint 1,483 lb uplift at joint 9,354 lb uplift at joint 14,158 lb uplift at joint 13,522 lb uplift at joint 11 and 461 lb uplift at joint 10. Wabr P.Finn PE No.22839 Fdl7ek USA,Inc-FL Cart 6634 6904 Parke East Blvd,Tampa FL 33610 Date: August 17,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M TEKREFERANCE PAGEMB-7473 rev.10/03 MS 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 ofldesign parameters and properly incorporate this design into the overall b 'I building design. Bracing indicated is to prevent buckling of individual truss w and/or chord members only.Additional temporary and permanent bracing a MQ ITeR' always required for stability and to prevent collapse with personal al tr aril property damage. For general guidance regardirnq the fabrication,storage,delivery,erection and bracing of trusses and truss systems,seeAAWMII Gua®y clffeda,Ds"9 and 8=Bu9dbtg Component 6904 Parke East Blvd. Softly y trdodmafblpvdlable from Truss Plate Institute.218 N.Lee Sheet,Suite 312.Alexandria,VA 22314. Tampa,FL 33610 Job Truss Truss Type Qty Ply VERDONCK ADDITION • _ T14852831 76430 MHVD Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL I 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:56 2018 Page 1 ID:rrSSnNzySv147UZBcP7GJwysHkZ-aB3w_P3JFMZbg2lZwyQAbOB8s7KMyhc6dCDUDeyn03H 5-8 8 11-8-8 17-8-8 20-1-5 26-1-5 28-2-1 5-8-6 6.0.0 6-0-0 2-4-13 6-0-0 2-0.12 Scale=1:46.4 3.00 12 4x6= 2x3 11 3x6= 2x3 11 2x3 11 3x4 It 2 17 18 3 19 20 4 5 6 21 22 7 8 16 —7.15 1 1 6-0-0 6-0-0 I 6-0-0 3x4— 4 3 12 1 1 9 2x3 II 24 II 3x6= 2x3 I I 2x3 I I 3x6 II 5-8-8 11-8-8 17-8-8 20.1-5 26-1-5 5-8-8 6-0.0 6-0-0 2 413 6 0.0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/deft Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) 0.01 8 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.16 Vert(CT) 0.01 8 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) 0.00 9 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:91 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 26-1-5. (lb)- Max Horz 1=147(LC 12) Max Uplift All uplift 100 lb or less at joints)except 1—172(LC 12),9=-506(LC 12),14=-457(LC 12), 13=-487(LC 12),11=280(LC 12),10=273(LC 112) Max Grav All reactions 250lb or less at joints)1 except 9=345(LC 1),14=440(LC 1),13=480(LC 1),11=267(LC 1),10=309(LC 1) FORCES. (lb)-Max Comp./Max Ten.-All forces 250(lb)or less except Len hen shown. TOP CHORD 7-9=-290/523 WEBS 2-14=-299/516,3-13=-360/532,5-11_196/298,6-10=-2171316 NOTES- 1)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=26ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=O.18;MWFRS(directional)and C-C Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 5-8-8,Extedor(2)5-8-8 to 9-11-7 zone;C-C for members and forces tx MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 172 lb uplift at joint 1,506 lb uplift at joint 9,457 lb uplift at joint 14,487 lb uplift at joint 13,280 lb uplift at join t 11 and 273 lb uplift at joint 10. Waller P.Finn PE No.22839 fAiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 ®WARNING-Verify design parameters and READ NOTES ON THISAND INCLUDED M!!E KREFERANCE PAGE Mf1.7473 rev.10/R?20f5 BEFORE USE �p Design valid for use only with MffekO connectors.This design is based only upon parameters shown,and Is for an Individual building component not a truss system.Before use,the bullring 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. pp Additlonal temporary and permanent tracing O VL 1Tek is always required for stability and to prevent collapse with possible personal Injury arid property damage. For general guidance regarding the fabrication,storage.delivery,erection and brachng of trusses and truss systems,—ANS MII Cuafity CrBeffa,DS849 and BCSf Budding Component 6904 Parke East Blvd. Safety kifotmaiYYonavailabie from Truss Plate Institute.218 N.Lee Sheet,Suite 312,Alexandda.VA22314. Tampa,FL 33610 1 Job Truss Truss Type Qty Ply VERDONCK ADDITION T14852832 75430 MHVE Valley 1 ; 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:57 2018 Page 1 ID:rr8SnNzySvK17UZ8cP7GJwysHkZ-2NdlBk4xOghSSCtIUfxPBbkKHPgkhs?Gssy2m5yn03G 2-48 24-1-5 26-2-1 2 4 8 21-8-13 2-0-12 Scale=1:43.6 3.00 FIT 4x4= 2x3 11 20 II 3x6= 2x3 11 3x4 II 3x4 II 2 3 16 17 18 4 19 5 6 20 21 7 8 1 � i 15 14 13 12 11 10 9 3x4 II 2x3 11 2x3 11 3in6= 2x3 11 2x3 11 3x6 11 2-48 24-1-5 2-4-8 1 21-8-13 LOADING (psf) SPACING- 2-0-0 CSII DEFL. in poc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 8 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) 0.01 8 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.00 9 Na n/a BCDL 10.0 Code FBC20171TP12014 Mat rix-R Weight:88 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 24-1-5. (lb)- Max Horz 15=49(LC 12) Max Uplift All uplift 100 lb or less at joints)15 except 9 490(LC 12),11=465(LC 12),10=-418(LC 12), 13=-384(LC 12),14=-218(LC 12) Max Grav All reactions 250 lb or less at joint(s)15,14 except 9=324(LC 1),11=459(LC 1),10=451(LC 1), 13=391(LC 1) FORCES. Qb)-Max CompJMax.Ten.-All forces 250 Qb)or less except when shown. TOP CHORD 7-9=-274/503 WEBS 4-11—336/501,6-10—323/459,3-13=-287/438 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=24ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Extedor(2)0-1-12 to 6-7-7,Interior(1)6-7-7 to 26-2-1 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)15 except Qt=lb) 9=490,11=465,10=416,13=384,14=218. Walter P.Finn PE No22839 MiTek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MIIf EKREFERANCE PAGE Mg-7473 rev.1aWW15 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 designMOW parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual funs web avid/or chord members only.Additional temporary and permanent tracing is always recpsred 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,s ANSVMJT CuagfyCdfeda,DS"P and WV f ugdkW Componenf 6904 Parke East Blvd. Softly h9birnofforovoilabfe from Truss Plate Institute.218 N.Lee Street,Suite 312.Alexandria.VA 22314. Tampa,FL 33610 I Job Truss Truss Type city i Ply VERDONCK ADDITION T14852833 75430 MVA Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:67 2018 Page 1 I D:rr8SnNzySvK17UZBcP7GJwysHkZ-2Ndl Bk4xOghSSCtlUfxPBbkBmPcjh9NGssy2m5ynO3G 6-0-0 11-8-3 6-0-0 5-8-3 Scale=1:19.2 2.00 12 4x5= 3x4= 7 2 8 9 3 6 it Li 5 4 3x4 2x3 11 3x4 I I 6-0-0 11-8-3 6-0-0 5-8-3 Plate Offsets(X Y)— f3-Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) n/a rita 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WBI 0.13 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mat I6-S Weight:33 lb FT=20 LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.3 except end verticais. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=155/11-8-3,4=194/11-8-3,5=374/11-8-3 Max Horz 1=69(LC 8) Max Uplift 1=-177(LC 8),4=230(LC 9),5=-395(LC 8) FORCES. (lb)-Max Comp./Max.Ten.-All forces 250(lb)or less exce t when shown. TOP CHORD 3-4=-148/288 BOT CHORD 1-5=-260/181 WEBS 2-5=-255/422 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1-9-2 to 4-9-2,Interior(1)4-9-2 to 11-6-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate ca�tabie of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=177,4=230,5=395. Walter P.Finn PE No.22839 W rek USA,Inc.FL Cart 6634 6904 Parke East Blad.Tampa FL 33610 Date: August 17,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED MlTEKREFERANCE PAGE MO-7473 rev.1&0=015 BEFORE USE � Design valid for use only with MITekO connectors.This design Is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall pp bW dting design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M cTe k" Is always required for stability and to prevent collapse with possible personal mjray and property damage. For general guidance regarding the fabrication,storage.delivery.erection and bracing of trusses and truss systems,seeANS01011 Cua®y Cifiello,DSB-89 and BCSI Buddkg Component 6904 Parke East Blvd. Safely Nfotmot'lon3vattabte from Truss Plate Institute,218 N.Lee Street Suite 312,'Alexand4a.VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty Ply VERDONCK ADDITION " T14852834 75430 . MVB Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:58 2018 Page 1 ID:rr8SnNzySvK17UZ8cP7GJwysHkZ-W aBgP45Zn_NSLSy1 NSegpHM 1 pOaQb2P4W ibIXynO3F 6-0-0 12-0-0 12-13 , 6-0-0 6.0-0 Scale=1:20.8 3x6= 4x4 11 2.00 F12 3 4 I 8 2x3 II 2 7 Li 3x4= 6 5 2x3 11 3x4 11 6-0-0 12-8-3 6-0.0 6-83 Plate Offsets(X Y)-- f4:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSII DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.00 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight:38lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or,C-0-0 oc purfins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=111/12-8-3,5=212/12-8-3,6=474/12-8-3 Max Horz 1=150(LC 12) Max Uplift 1=-110(LC 8),5=252(LC 9),6=-510(LC 8) FORCES. (lb)-Max.Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 4-5=-154/266 WEBS 2-6=-359/545 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=oft;Cat. II;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)1i-9-2 to 4-9-2,Interior(1)4-9-2 to 12-6-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)Provide adequate drainage to prevent water ponding. 4)Gable requires continuous bottom chord bearing. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)`This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 1=110,5=252,6=510. Watbr P.Finn PE No.22839 MIT zk USA,Inc.FL Cert 6634 69D4 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED M/1EKREFERANCE PAGEMX7473 rev.10/0=15 BEFORE USE r Design valid for use only with MITek®connectors.This design Is based only upon parameters shown,and is for an Individual building component not fG`{ a truss system.Before use.the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall 1� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe 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 tracing of trusses and truss systems,seeAtlis&70/1 CDailly Cideria,DSB-89 and SCSI Bul7ding Component 69D4 Parke East Blvd. Safety inloimallon3voilable from Truss Plate Institute.218 N.Lee Skeet,Suite 312,Alexandria,VA 22314. Tampa,FL 33610 Job' Truss Truss Type City Ply VERDONCK ADDITION T14852835 75430 MVC Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:35:59 2018 Page 1 I D:rr8SnNzySvK17UZ8cP7GJwysHkZ-_mk2cQ5BXHxAhV 18b4ztDOpelC Lp92BYJAR9gzyn03E 13-8-3 13-8-3 Scale=1:22.1 3x4 11 3 2.00 F12 i 9 u 2x3 11 8 2 7 6 Ei _ 5 4 3x4— 2x3 II 3x4 11 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.35 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) rda n/a 999 13CLL 0.0 Rep Stress Incr YES WB 0.17 Horz(CT) -0.00 4 tt/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-S Weight:42 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M 30 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. Qb/size) 1=174/13-8-3,4=171/13-8-3,5=526/13-8-3 Max Horz 1=173(LC 12) Max Uplift 1—179(LC 8),4=212(LC 9),5=-544(LC 8) FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-128/251 WEBS 2-5=-389/568 NOTES- 1)Wind:ASIDE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior()1-9-2 to 4-9-2,Interior(1)4-9-2 to 13-6-7 zone;C-C for members and forces$MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=179,4=212,5=544. Wafter P.Finn PE No,22839 fdiiek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 ®WARNING-Varny design parameters and READ NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGEAM-7473 rev.f0W 20f5 BEFORE USE Design valid for use only with MITek('connectors.This design Is based only upon parameters shown,and is for an individual budding component not a truss system.Before use,the building designer must verify the applicabaity 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 NTW 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 systemsJ seeANB WII AuaW CrBeda,DSB-89 and BIDS/BulldbW Component 6904 Parke East Blvd. Safety Wormationava loble from Truss Plate Institute.218 N.Lee Sheet.Suite 31�' Alexandria,VA 22314. Tampa,FL 33810 Job Truss Truss Type City i Ply 75430 MVD Valley VERDONCK ADDITION T14852836 1 I 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:36:00 2018 Page 1 I D:rr8SnNzySvK17UZ8cP7GJwysHkZ-SylOgm6plb3OJfcK9nU61EMpAcgLuVAiYgBiMPynO3D 14-8-3 14-8-3 Scale:1/2'_I' 3x4 11 3 2.00 12 9 2x3 11 2 8 7 Cz LLJ 1 s 4 3x4^ 2x3 11 3x4 II I LOADING (psf) SPACING- 2-0-0 CSL DEFL. in Qoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.19 Horz(CT) -0.00 4 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Ntatdx-S Weight:45lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP M.30 except end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=206/14-8-3,4=158/14-8-3,5=581/14-8-3 Max Harz 1=187(LC 12) Max Uplift 1=-215(LC 8),4=-204(LC 9),5=-596(LC 12) FORCES. Qb)-Max.Comp./Max.Ten.-All forces 250 Qb)or less except when shown. WEBS 2-5=-420/622 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=16ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exteriors2)1-9-2 to 4-9-2,Interior(1)4-9-2 to 14-6-7 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)Gable requires continuous bottom chord bearing. 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 1=215,4=204,"5=596. Vr`albr P.Finn PE No22839 FAiTek USA,Inc-FL Cert 6634 6904 Parke East Biyd.Tampa FL 33610 Date: August 17,2018 WARNING-Verity design parameter and READ NOTES ON THIS ANO MCLUDED MR'EKREFERANCE PAGEMB-7473 rev.f0/D3 MS BEFORE USE Design valid for use only with Mnek®connectors.IMs design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verity the applicability of design parameters and properly incorporate this design into the overall But building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only.Additional temporary and permanent bracing MOW is always required for stabiltly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication.storage.delivery,erecfion and bradng of trusses and truss systems,seeAAW/IPlt CaafIIyC16edo,DS949 and 8=Ba9ding Component 6904 Parke East Blvd. Safety Infotmatbmvallabie from Tres Plate Institute.218 N.Lee Street.Suite 312,Alexandria,VA 22314. Tampa,FL 33610 I Job Truss Truss Type Qty I Ply VERDONCK ADDITION T14852837 75430, VA Valley 1 1 Job Reference o tlonal Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:36:00 2018 Page 1 ID:rr8SnNzySvK17UZBcP7GJwysHkZ-SylQgm6plb3OJfcK9nU61 EMkscdyuVpiYgBiMPynO3D 21-11-13 24-0-9 21-11-13 2-0-12 Scale=1:39.6 3x4 II 2x3 I 2x3 II 3x6= 2x3 II 3x4 II 1 14 2 15 16 3 4 17 5 18 19 6 7 I 13 12 11 10 9 8 3x4 11 2x3 II 3x6= 2x3 I I 2x3 11 3x6 ll 21-11-13 21-11-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.68 Vert(LL) 0.02 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Weight:81 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3*Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, 4-7:2x4 SP M 30 except end verticals. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP N0.3 OTHERS 2x4 SP No.3 REACTIONS. All bearings 21-11-13. (Ib)- Max Uplift All uplift 100 lb or less at joint(s)except 13�182(LC 12),8=-506(LC 12),10=-339(LC 12), 9=-377(LC 12),12=-455(LC 12) Max Grav All reactions 250 lb or less at joint(s)13 except 8=338(LC 1),10=333(LC 1),9=414(LC 1),12=450(LC 1) FORCES. Qb)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-8=-283/516 WEBS 3-10=-244/364,5-9=-297/423,2-12=-328/486 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=191t;L=22ft;eave=4ft;Cat. 11;Exp D;Encl.,GCpi=0.18;MWFRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 24-0-9 2one;C-C for members and forces&MWFRS for reactions shown;Lumber DOL Inconcurrent 1 60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing.4)This truss has been designed for a 10.0 psf bottom chord live load with any other live loads. 5)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 182 lb uplift at joint 13,506 lb uplift at joint 8,339 lb uplift at joint 10,377 lb uplift at joint 9 and 455 lb uplift at joint 12. Walter P.Finn PE No.22839 Il6Tek USA,Inc.FL Cert 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 WARNING-Verity design parameters and READ NOTES ON THIS AND INCLUDED M17EKREFERANCE PAGE M11-7473 rev.laVS IS BEFORE USE Design valid for use only with MITek®connectors.this design 8 based only uponll parameters shown,and is for an individual building component,notIMF a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i.building design. Bracing indicated Is to prevent buckling of individual truss web�and/or chord members only.AddHonal temporary and permanent tracing MiTefe Is always required for stability and to prevent collapse with possible personal tnjray and property damage. For general guidance regarding the fabrication,storage,delivery,erection aid bracing of trusses and truss systems.3eeAALVMII Cualsy CtBelfo,DS8.89 and BCSI Bu@dhg Component 6904 Parke East Blvd. Safety hdbmfaHomvallable from Truss Plate Institute.218 N.Lee Street,Suite 312 Alexandria.VA 22314. Tampa.FL 33610 Job Truss Truss Type Qty Ply �VERDONCK ADDITION T14852838 75430 . VB Valley 1 1 Job Reference o tional Chambers Truss,Inc., Fort Pierce,FL 8.130 s Mar 112018 MiTek Industries,Inc. Fri Aug 17 07:36:01 2018 Page 1 I D:rr8SnNzySvK17UZBcP7GJwysHkZ-xgspl 67R3vBtwpBXjVOLIRvtnOzKdygrnUwFvsyn03C 19 11-13 -0-9 19-11-13 2.0-12 Scale=1:36.3 3x6 I I 2x3 II 23 11 3x6= 2x3 I I 3x6 11 1 14 2 15 16 3 4 5 17 16 19 6 7 I 13 12 11 10 9 8 3x6 If 2x3 11 3x6= 24 II 2r3 11 3x6 If 19.11-13 19-11-13 LOADING (psf) SPACING- 2-0-0 C81. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.02 7 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.43 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 8 n/a n/a BCDL 10.0 Code FBC20171TP12014 Matrix-R Weight:76 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.3 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-11-13. (lb)- Max Uplift All uplift 100 lb or less at joint(s)except 1 1 -188(LC 8),8=-51 O(LC 12),10=232(LC 12),9=-350(LC 12),12=-436(LC 12) Max Grav All reactions 250 lb or less at joints)13,10 except 8=341(LC 1),9=391(LC 1),12=430(LC 1) FORCES. (Ib)-Max Comp./Max Ten.-All forces 250(lb)or less except when shown. TOP CHORD 6-8=286/520 WEBS 5-9=-279/398,2-12=-313/465 NOTES- 1)Wind:ASCE 7-10;Vult=170mph(3-second gust)Vasd=132mph;TCDL=4.2psf;BCDL=3.Opsf;h=15ft;B=19ft;L=20ft;eave=oft;Cat. 11;Exp D;Encl.,GCpi=0.18;MW FRS(directional)and C-C Exterior(2)0-1-12 to 3-1-12,Interior(1)3-1-12 to 22-0-9 zone;C-C for members and forces&MW FRS for reactions shown;Lumber DOL='1.60 plate grip DOL=1.60 2)Provide adequate drainage to prevent water ponding. 3)Gable requires continuous bottom chord bearing. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5).This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate(capable of withstanding 1 t38 lb uplift at joint 13,5101b uplift at joint 8,232 lb uplift at joint 10,350 lb uplift at joint 9 and 436 lb uplift at joint 12. Wabr P.Finn PE No22839 MiTek USA,Inc.FL Cart 6634 6904 Parke East Blvd.Tampa FL 33610 Date: August 17,2018 7AWARNBVG-G-Verify design parameters and READ NOTES ON TRiS AND BVCLUDED MDEKREFERANCE PAGEM-7473 rev.f0/D3MIS 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 em.Before use.the building designer must verity the applicability of design parameters and properly incorporate this design Into the overallA�Yesign. Bracing Indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing Mi 1ek. equired for stability and to prevent collapse with possible personal injury and properly damage.For general guidance regarding the n,storage,delivery,erection and bracing of trusses and truss systems,seeANSWIi Quafdy Ctlteta,DSB-89 and SCSI SU6dhW Component 6904 Parke East Blvd. ormallopavallable from Truss Plate Institute.218 N.Lee Sheet.Suite 312,Alexandria,VA22314. Tampa,FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 9 " Center plate on joint unless x,y 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 14-i 14 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1, Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or X-bracing,is always required. See SCSI. c1-2 c2a 2. Truss bracing must be designed by an engineer.For wide truss spacing,Individual lateral braces themselves o WEBSq 4 may require bracing,or alternative Tor I p bracing should be considered. b = 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c7-e cs- designer,erection supervisor,property owner and plates 0-110 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 JOiNTSARE GENERALLYNUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane atjoint 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 BYEND JOINT the environment in accord with ANSI/TPI 1, "Plate location details available in MITek 20120 NUMBERS/LETTERS Software or Upon request. 8. Unless otherwise noted,moisture content lumber shall not exceed 19%at time of fabrication. PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for PLATE SIZE 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 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR 1988 responsibility of truss fabricator.General practice is to 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 1-2.Lumber-used-shall-be-of-the-species-andsize,-and — In all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or purlins provided at output, Use T or I bracing spacing Indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 14 Bottom chords require lateral bracing at 10 ft.spacing,- section 6.3 These truss designs rely on lumber values or less,if no ceiling Is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not out 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. ,g, 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use, Industry Standards; ANSI/TPI1: .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 W1 DSB-89: Design Standard for Bracing, is not sufficient. BCSI: Building Component Safety Information, MiTe- 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:Mll-7473 rev, 10/03/2015