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HomeMy WebLinkAboutTrussr a- �WI1 11111111111161 11IIIIFN ' rl► �� _11 11 --11 ,�I�T�It•.� I��I�I�I�I►� 11��11 —. _ .�Ilf�lf�l��lfllt•If�l�l�l►�. 9 0 9 0 9 9 NOTES; ALL VAllEY5 ARE TO BE CONVEMIONALLT FRAMED BY BUILDER. ALL TM5E5 ARE PE51MED FOR Y o.0 NA%OAAA 5PAOV4 WLE55 ORHERWI5E NOTED. 6) 5Y42 TRL55ES WST BE MTAMEO WITH THE TOP BEM W. 7.) ALL ROOF TRU55 MANGERS TO BE 5UAP50N KU261 E% 07HERWISE NOTED. ALL FLOOR 10%MMER5 TO BE 5W5ON W422 LKE55 OTHERWISE NOTED. 8.) BEAWHEADERILMEL (10R) TO BE FUPM5HE0 BY BM THS LAYOUT IS THE SOLE EPIPDE FOR FABRICATION 01 TOME5 AAD VOIDS ALL PMO* ARCHITEOT LRAL OR OTHER TZM LAYOUTS. REVIEW AND APPROVAL OF iH51AT011T Wit BE RECEIVED BEFORE ANT TMES WLL BE PURT. VERIFY ALL COEDITWNS TO 2YWRE AGAD616N46E5 THAT WLLL RESAT N EUVA 6H96E5 TO YOU. INenbl WYvrF Ie1v \Builders . FirstSource Orlando PHONE: 407-651-DOO FAX: 407-851-7111 Plant City PHONE: 81b75q-5g51 FAX: 813-752-1532 K. Hovanian Homes A: Ashmere-A R ouff5R: IEYISIPo: Lot 56 NT5 f: 9Gdli: IHi: 11/19119 TG/RW 2167572 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek' REe ASHMERE - Site Information: Customer Info: K Hovnanian Homes Lot/Block: 58 Address: ., City: Port Saint Lucie Project Name: WS0058 Model Subdivision: Waterstone State: FL MiTek USA, Inc. 6904 Parke East Blvd. Ashmere-ATampa, FL 33610-4115 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: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 28 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# 1. T18784401 2 T18784402 3 T18784403 4 T18784404 5 T18784405 6 T18784406 7 T18784407 8 T18784408 9 T18784409 10 T18784410 11 T18784411 12 T18784412 13 T18784413 14 T18784414 15 T18784415 16 T18784416 17 T18784417 18 T18784418 19 T18784419 20 T18784420 21 T18784421 22 T18784422 Truss Name Date No. Seal# . Truss Name Date 23 T18784423 T15 .12/2/19 24 T18784424 V01 12/2/19 25 T18784425 V02 12/2/19 26 T18784426 V03 12/2/19 27 T18784427 VO4 12/2/19 28 T18784428 V05 12/2/19 The truss drawing(s)referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Alberti, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any.project specific information included is for MITek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. F1�E C®p*f Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Data. December 2,2019 Albani, Thomas 1 of 1 Job Truss Truss Type City Ply T18784401 ASHMERE CJ1 Corner Jack 14 1 Job Reference a tional Builders First Source, Plant City, FL-32566, a.z4usuui14zui9Mj ercmousi6es,inc. ii c 0;30.4acara Pavel ID:4GhaGgypKgFgB4NGMoMvhfygz2T-wfeb?eHxGdEC9c38w Ag2hil98HQ5QICAM?vei P8 2x4 = STI.SxB STP = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (too) Mail L/d TCLL 20.0 Plate Grip DOIL 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0' Rep Stress lncr YES WB 0.00 Horz(CT) -0.00 3 Na Na BCDL 10.0 Code FBC201717PI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 GOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3= 8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=34(LC 8) Max Uplift 3=-8(LC 1), 2=-83(LC 8) Max Grav 3=17(LC 8), 2=125(LC 1).4=18(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale =1:6.5 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C EMedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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 20.01 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albans PE No.36380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 O WARNING- Vedry deli Peremetersand READ NOTES ON THIS AND INCLUDED MITEK REF£RANCE PAGE M/FT47a rev. IGra'Y2e15 BEFORE USE. Design valid for use only with MBekO connectors. This design Is based only upon parameters shown. and Is for an Intllvldual building component, not a truss system. Before use, the bulltling designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling individual buss web and/or chord members only. Addifional temporary and permanent bracing MiTek' prevent of Is always required forxtabliity and to preventcollapse wish possible personal Injury and property damage. For general guidance regarding the 6904 Parke East Blvd. fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANS1111i'I1 Qua[ hv Crffi Di and BCSI Building Component Safety Infoenatlonavallabie from Truss Plate Institute, 218 N. lee Sheet, Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ' Cry Ply T18784402 ASHMERE CJ3 Comer Jack 14 1 Job Reference (optional) Ituilders First Source, Plant Gity, 1-1.-32bbb, 2x4 = .SxB STP = o.zau s Jw -ry m IV rve r en IF musmns, 111U. n,mr V ec a ,v.33.43 cv,a ruy= nPaMr]MnMvhlvr�T-n<C C' 171wM3nldLLITh3buFveYbtat7MPOkSBavD1P7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.25 Ver,(LL, -0.00 2-4 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Veri(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 n/a rVa BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=52IMechanical, 2=187/0-8-0, 4=26/Mechanical Max Hom 2=68(LC 12) Max Uplift 3=-49(LC 12), 2=-88(LC 8) Max Grav 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. Scale = l AOS PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exia B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.* Thomas A. Alban PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING- Veraydestimparemefersa0d READ NOTES ON THISAND INCLUDED MITEx REFERANCEPAGEMIF7473 IV.. 10032015 BEFORE USE. Design valid for use only with MRek, connectors. lhls tlesign Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must veafy the appllcablllN of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndflAduai truss web and/or chord members only, Additional temporary antl permanent bracing M!Tek• Is always required for stability and to prevent collapse KIM possible personal Injury and property damage. For generol guidance regarding me p Component fabrication, storage, delivery, erection and bracing of Musses and truss systems, seeANSVrPII Cuo1M Criteria. DSBA9 and BCBI Building Park e East Bivtl. Parke Safety Informafbfa Bailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Tem a, 336f 0 P Jab Truss Truss Type Cry Ply T18784403 ASHMERE CJ5 Comer Jack 10 1 Job Reference a tional gangers rims source, riam wy, 11- ocaoo, 2x4 = ST1.5x8 STP = LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) /dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.03 2-4 >999 240 TOOL 7.0 Lumber DOL 1.25 BC 0.44 Vert(CT) -0.06 2-4 >952 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) -0.00 3 r✓a n/a BCDL 10.0 Code FBC2017/TP12014 Matti LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=93(LC 8) Max Gray 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:15.8 PLATES GRIP MT20 244/190 Weight: 17111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip D0L--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) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban) PE No.39380 MiTek USA, Inc. FL Cart 8634 6994 Parke East Blvd. Tampa FL 33610 Date: December'2,2019 Q WARNING- Verity design pammefers andREAD NOTES ON MIS AND INCLUDED MREKREFERANCE PAGEMX7473 env. 101131015 BEFORE USE Design valld for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component. not �,' a Truss system. Before use, me building designer must verify the appllcabllity, of tleslgn parameters and property Incorporate mis tlesm lgn Into e overall Bracing Indicated is to buckling indivlduol truss web members only. Additional temporary and permanent bracing MiTek' bulltling design. prevent of and/or chord Is always required for stability and to prevent collapse with powllble personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAN9U1P11 Cuallh Cmrrdo, D9649 and SCSI Building Component 6904 Parke East Blvd. Safety Nformationavollable from Truss Plate Institute, 218 N. We Street Sulte 312, Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784404 ASHMERE EJS Jack -Open 2 1 Job Reference (optional) 9ellaers rust bource, clam III FL-J2bee, o.aev a our 2x4 = STl.5x8 STP= Scale = 1:14.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Mor YES W B 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Mail Weight: 17111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=253/0-8-0, 4=46/Mechanical Max Hors 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst III Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 201 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) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at jolni 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Atari PE No.39360 MTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING- Verllydesr9nperemefere and NERD NOTES ON THISAND/NCLUDED M/TEKREFENANCEPAGEM1474T9 rev. 10Po31 BEFONEUSE Deslgn valid for use only with Ivi 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 nit M!Tek' Is always required for stability and to prevent collapse with possible personal injury and property contend. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSVTPll Quality Cri DSB49 and BC31 Bull Component Blvd. 6904 Parke East East B Safety Informalbrtvollable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314 Tempe, FL Job Truss Truss Type Oty Ply T78784405 ASHMERE EJ7 Jack -Open 21 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 31= ST1.5x8 STP = 13.24U5JU114zule MlleK lnausuies,Ina. Man UeG 21¢.IV:4a euiv rage i ID:4GhaGgypKgFgB4NGMoMvhygz2T-KEKkdgJgZYcnO3njbujXgJK7sLBrInVNKDZFTyD1 P5 Scale = 1:19.8 LOADING (psi SPACING- 2-0-0 CS'. DEFL. in (loci Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71. Ve 1(LL) 0.11 2-0 >741 240 MT20 244/190 TOOL TO Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2.4 >431 180 BCLL 0.0 ' Rep Stress Incr YES We 0.06 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 off puffins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (IDsize) 3=159/Mechanical,2=324/0-8-0,4=78/Mechanical Max Hom 2=140(LC 12) Max Uplift 3_ 120(LC 12), 2=-106(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (Ib) - Max. CompdMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joiht(s) except (jt=lb) 3=120, 2=106. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.3938D MTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 O WARNING -VeNryCesfgn peromefersend READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEAIX7473.e... IW0a4015aEFOREUSE. Design valid for use only with MBekS connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Me 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 buckling individual truss web chord members only. Additional temporary and permanent bracing M!Tek' prevent of and/or Is always required for stability and to prevent collapse wlih possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeANSVIPI I Dually Cdfedo, DSO-89 and SCSI Building Component 6906 Parke East Blvd. ParkeEast B Safety tnfoonotlanovailable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria. VA 223314 P33610 Tampa, Job Truss Truss Type - City Ply T78784406 ASHMERE HJ5 Diagonal Hip Girder 2 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 3x4 = 8.240 s Jul 14 2019 MI I OK Industries, Inc. Man Dec 2 iO:30:48 2Oi9 Page! rFnR4NGMnMvhfvnz2T-KEKkdaJaZycnO3nibuiXaJK9BLBCInVftKDZFTvD1 P5 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (lob)/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 2-4 >975 240 TCDL 7.0 Lumber DOL 1.25 BC 0.50 VerI CT) -0.17 2-4 >470 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.00 Hoa(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Scale=1:15.7 PLATES GRIP MT20 2441190 Weight: 24 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. ROT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=153/Mechanical, 2=315/0-10-15, 4=72/Mechanical Max Horz 2=115(LC 4) Max Uplift 3=-102(LC 8), 2=-124(LC 4) Max Grav 3=153(LC 1), 2=315(LC 1), 4=118(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 Oaf 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 chard 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ft=lb) 3=102, 2=124. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 Ib down and 85 lb up at 1-4-15, 80 lb down and 85 lb up at 1-4-15, and 29 Ib down and 43 Ito up at 4-2-15, and 29 Ito down and 43 lb up at 4-2-15 on top chord, and 1 Ib down at 1-4-15, 1 It, down at 1-4-15, and 181b down at 4-2-15, and 18 Ib down at 4-2-15 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 2-4=-20 Concentrated Loads (lb) Vert: 5=44(F=22, B=22) Thomas A Albans PE No.39380 III USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING-Ver/fydesrgn Peremefersand READ NOTES ON THIS AND INCLUDED M?EKREFERANCE PAGE UI1-74Arev.. nViIi 15 BEFORE USE. Design valid for use only with Meek® connectors. Phis tleslgn Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling Individual truss and/or chord members only., Additional temporary and permanent bracing MiTek' prevent of web Is always required for stobllry 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 hum systems, seeANStyIPI1 Oua1Xv Bd9 Cell DSand BCSI Buldln0 Component 6904 Pella East Blvd. Satisfy Informatbrpvollabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexantlrlo, VA 22 14. Tampa, FL 33610 Job Truss Truss Type City Ply 784407 ASHMERE HJ7 Diagonal Hip Girder 5 1 7 Jab Reference o tonal Quilders First Source, Plant City, FL- 32566, B.24U s JUI 14 2U19 MI I eK mousunes, Inc. Man Dec A lu:au:va rare rage r ID:4GhaGgypKgFgB4NGMoMvhfyqz2T-oRu6r7KSKrkeeDMw9cEmDXtPAIYatAWo5 z6ovyD1 P4 -1-5-0 5-B.1 9-10-1 1-5.0 ~ 5-8-1 4-1-15 1:20.6 2x4 = a 3z4 = 58.1 4.1-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (lac) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.29 Vert(LL) -0.02 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.3B Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 Rep Stress their NO WE 0.27 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 .Matrix-SH Weight: 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=104/Mechanical, 2=445/0-10-15,.5=310/Mechanical Max Horz 2=151(LC 4) Max Uplift 4_ 87(LC 4), 2=-176(LC 4), 5=-118(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-714/243 BOT CHORD 2-7= 308/652, 6-7=308/652 WEBS 3-6=-713/337, 3-7=0/290 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 set 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 4 except 61=11c) 2=176,5=118. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 85lb up at 1-4-15, 80 Us down and 851b up at 1-4-15, 29 Its down and 43 lb up at 4-2-15, 29 lb down and 43 Its up at 4-2-15, and 55 Ile down and 100 Its up at 7-0-14, and 551b down and .100Its up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 Its down at 1-4-15, 18 lb down at 4-2-15, 18 lb down at 4-2-15, and 38 Ile down at 7-0-14, and 38 Us down at 7-0-14 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pif) Vert: 1-4=-54, 2-5=-20 Concentrated Loads fib) Vert: 8=44(F=22, B=22) 10= 75(F= 38, B=-38) 13=-36(F=-18, B=-18) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 2,2019 Q WARNING- Vedrydesign pemmetersend READ NOTES ON THISANDINCLUDED MREKREFERANCE PAGEMIP7473 rev. fas032015 BEFORE USE. Design valid for use only with Mdek® connectors. This design Is based only upon parameters shown, and Is for on IndNldual building component, not a truss system. Before use, the bulltling designer must verify the appllcabllity of design parameters and properly Incorporate this design Into the overall balding tleslgn. Bracing Indicated is to buckling Individual truss only. Addltlonal temporary and bracing MiTek' prevent of web and/or chord members permanent Is always required for stabilly and to prevent. collapse with possible personal injury and property damage. For general guldance regarding the 6904 Parke East fabrication, storage, storage, delivery, erection and bracing of trusses and truss systems, seeANSI/IPI7 OuaIIN CGbdo, D5549 and SCSI Building Component Tampa, FL 33610 Safety Inforlrrallowwallable from Truss Plate Institute, 218 N. Lee Shoat, Suite 312, Alexandria. VA 22914. Job Truss Truss Type Oty Ply T78784408 ASHMERE T0t Hip Girder 1 1 �J.b Reference (optional) Builders First Source, Plant City, FL- 32566, i 5x8 = 6.2406 JUI 142U19 MI I ea industries. Inc. Man Dec zIumu:nu zma 4x6 = Scale=1:34.0 ST1.5xe STP = 2x4 11 4x6 = 3x4 = ST1.5x8 STP = 3.6 = 3x6 = Ig LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 C51. TIC 0.97 BC 0.85 WB 0.24 Matrix-SH DEFL. in Vertil 0.11 Vert(CT) -0.19 Hom(CT) 0.07 (too) Udell L/d 2-9 >999 240 2-9 >999 180 5 Na Fla PLATES GRIP MT20 244/190 Weight: 76 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 "Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-11-11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1344/0-8-0, 5=1356/0-8-0 Max Horz 2=53(LC 12) Max Uplift 2=543(LC 8), 5=-555(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=2661/1052, 3-4=-2420/1042, 4-5=-2692/1082 BOT CHORD 2-9=-926/2368, 7-9= 929/2393, 5-7=-924/2396 WEBS 3-9=64/622, 4-7- 50/617 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=165mph (3-second gust) Vascll 28mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate gap DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=1b) 2=543, 5=555. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 Ib down and 1251b up at 7-0-0, 105 Ib down and 125 lb up at 9-0-12, and 105lb down and 125 lb up at 9-7-4, and 2001b down and 234 Ib up at 11-8-0 on top chord, and 320 Ib down and 130 lb up at 7-0-0, 81 Ito down at 9-0-12, and 81 Ib down at 9-7-4, and 320 lb down and 130 lb up at 11-7-4 on bottom chord. The design/selection of such connection devices) 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). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code" LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3= 54, 3-0=54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-105(F) 4=-153(F) 8=-115(F) 9=-320(F) 7=-320(F) 10=-105(F) 11=-105(F) Thomas A Albani PE No.39380 Mil USA, Inc, FL Cart 6634 69U Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING-Vdfyd.sIgnparamete..d READNOTES ON THISANDINCLUD£DMREKREFERANCEPAGEMI474nmre te/pY1015BEFORE USE. Deslgn valid for use only with Mnek® connectors. fits deslgn Is based only upon parameters shown, and Is for an ladivldual bulltling component, not a truss system. Before use, the building designer must verity the applicability of deslgn parameters and properly Incorporate this design Into the overall building deslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always reculred for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the MiTek' fabrication, storage; delivery, erection and bracing of hums and truss systems, seeANSUB'11 Qua[ My Material DSB49 and BCSI Building Component 6904 Parke East Blvd. Sal Infonnallorravallable from Truss Plate Institute, 218 N. We Sheet Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oly Ply T18784409 ASHMERE T02 Common 1 1 Job Reference (optional) Vicars First Source, Plant City, FL- 32556, b.Z4U SJUI 14 ZUla MI I eK InaUSme5, Inc. Man U2C Z 1¢OU:JI ZVItl IGye I ID:4GhaGgypKgFgB4NGMoMvhfygz2T-kp?tFhMisT_MO(W IH1 HElyykTZBHV5?5ZISDsoyD1 Pf Scale=1:33.9 US = ]g 5xB = U4 p 30 C Plate Offsets(XY)— [2'0-3-00-1-81 [6:0-3-00-1-8][8:0-4-00-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) -0.13 2-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.27 2-8 >792 180 BCLL. 0.0 ' Rep Stress [nor YES We 0.21 Horz(CT) 0.03 6 n1a n/a BCDL 10.0 Code FBC2017/rP12014 MaMx-SH Weight: 79 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=738/0-8-0, 6=738/0-8-0 Max Horz 2=-69(LC 13) Max Uplift 2=-253(LC 12), 6=-253(LC 13) FORCES. (Its) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-11761683, 3-4=-916/542, 4-5=-916/542, 5-6=-1176/683 BOT CHORD 2-8= 534/1037, 6-8— 540/1037 WEBS 4-8= 270/546, 5-8= 302/316, 3-8=-302/316 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-10-7 oc puriins. BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 9-4-0, Exterior(2) 9-4-0 to 13-6-15, Intedor(1) 13-6-15 to 19-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 100lb uplift at joint(s) except (jt=lb) 2=253, 6=253. 6) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING- Verify design parameters and READ NOTES ON THIS AND WCLUDEDMITISKREFERANCE PAGE MIF7473reV. 1WA'V2015 BEFORE USE. Design valid for use only with MBek® connectors. This deslgn Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of individual buss web and/or chord members only.. Addlhonol temporary antl permanent bracing Welk' Is olwoysrequired for slabllity and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erechon and bracing of trusses and truss systems, seeilial It Qualryryyy Cmorla, Dfl and BCSI Building Componausf fi904 Parke East BNtl. Safe Informallona Noble from Truss Plate Instil 218 N. Lee Sheet, Suite 312, A16xandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18784410 ASHMERE T03 Common 1 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 142U19 MI I eK industries, Inc. Mon Dec 210:30:52 2019 �1 3x4 i 4.6 = 3x4 Scale = 1:33.3 �d LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]net YES Code FBC2017ITP12014 CSI. TC 0.37 BC 0.82 WB 0.21 Matrix -Sri DEFL. in Vert(LL) -0.13 Vert(CT) -0.27 Horz(CT) 0.03 (too) /deft L/d 2-8 >999 240 2-8 >792 180 6 n/a Na PLATES GRIP MT20 2441190 Weight: 791b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-10-7 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-2-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=73810-8-0, 6=738/0-8-0 Max Horz 2=-69(LC 13) Max Uplift 2=-253(LC 12), 6=-253(LC 13) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1176/645, 3-4=-916/520, 4-5=-916I520, 5-6=-1176/645 BOTCHORD 2-8=-489/1037, 6-8=-50611037 WEBS 4-8=-253/546, 5-8=-302/286, 3-8=-302/286 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128ri TCDL=4.2psf; BCDL=3.Opsh h=15ff; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Intedor(1) 12-4-0 to 19-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 100111 uplift at joint(s) except Qt=lb) 2=253,6=253. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTak USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING -Verily design unarrefers and BEAD NOTES ON MIS AND INCLUDED MITEKBEFENANCE PAGE MIPMMMr 111N.Y1015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for on Individual bulldIng component, not ��- a truss system. Before use, the building designer must vedfy the applicabllliy 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 WOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldcnce regarding the fobticoflon, storage, delivery, erection and bracing of trusses and truss systems. seeANSVINt CualNNyy Cd eda. DSBd9 and SCSI Buedlog Component 6904 Parke East BNd. Solely Informatkenovolloble from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784411 ASHMERE T04 Common 4 1 Jab Reference (optional) 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:30:53 2019 Builders First Source, Plant City, FL- 32566, 46 = aza STt.5x8 STP = 3z4 Scale =1:33.2 Ig Plate Offsets (X Y)-- [1:0-3-0 0-1-81 [5:0-3.0 0-1-8] [7:0-4-0 0-3-0] LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Wall Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.13 1-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.28 1-7 >779 180 BCLL 0.0 ' Rep Stress Incr YES We 0.21 Horz(CT) 0.03 5 n/a rVa .BCDL 10.0 Code FBC2017ITPI2014 Matrix-SH Weight: 77 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=663/0-8-0, 5=741/0-8-0 Max Horz 1=-76(LC 17) Max Uplift 1=-217(LC 12),5=-254(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-1190/685, 2-3=-924/550, 3-4=-923/533, 4-5=-1184/671 BOT CHORD 1-7=-525/1052, 5-7=-529/1044 WEBS 3-7=-285/555,4-7=-302/285, 2-7=-312/293 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-10-9 oc bracing. NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; hail 5tt; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-4-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0, Interior(1) 12-4-0 to 19-8-0 zone; cantilever left and night exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumentwith 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 joints) except Ot=lb) 1=217, 5=254. 6) "This manufactured Product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Cate: December 2,2019 WARNING -Verily csili parameters and READ NOTES ON THIS AND INCLUDED AMEK REFERANCE PAGE Affl J.V. retail BEFORE USE. Design valid for use only with Mffek® connectors, This design Is based only upon parameters shown, and Is for an Individual building component not ��- a truss system. Before use. Me building designer must verify the appllccblll y of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlradfor stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcaflan, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII CualXXyy Cdfeda, Will and BCSI Building Component 6904 Parke East Blvd. Safely Infomrationovallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandre. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784412 ASHMERE T05 Roof Special Girder 1 1 Job Reference (optional) d.24u a Jul 14 Zulu Inc. men Dea c m.ao.ao core Euilders First Source, Plant Gay, FL-32565, Si = c nnFioi_ Scale = 1:66.0 2x4 II 5x8 = 4x6 = 46 = 3x4 = 2.4 II 4v 15 ry ST1.5.5 STP= 5x8 = 3x8 = 3x4 d, ST1.5k8 STP= 2x4 I 3x6 = 302 MT20HS= 11-0-0 ]-0-0 10a-0 11 13-11GO 16-B a 1] -0 234-0 28-0-0 29-08 35Uo ]-DO 38-0 0 26-0 2.10-0 04 6d-0 24-0 3-06 5-11-10 as o Plate Offsets(XY)-- [3:0-5-120-2-8] [S:0-2-80-3-4] [9'0-3-00-1-81 [12:0-2-120-3-01 [14:0-2-00-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) -0.16 9-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) -0.33 9-11 >656 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress lncr NO WB 0.54 Hom(CT) 0.01 9 n1a i BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 168 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 0-8-0 except (jt=length) 15=5-0-0, 15=5-0-0. (lb) - Max Harz 2=69(LC 27) Max Uplift All uplift 1001b or less at joints) except 2=209(LC 8), 9=-246(LC 28), 15=-675(LC 8), 13=-397(LC 8) Max Grav All reactions 2501b or less at joint(s) except 2=527(LC 19), 9=650(LC 1), 15=1385(LC 19), 15=1360(LC 1), 13=1084(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-640/227, 3-4=-131/448, 4-5=-131/448, 5-6=-622/279, 6-7=-668/277, 7-8=-687/264, 8-9=-956/370 GOT CHORD 2-161 15-16= 189/543, 13-15=-417/180, 12-13=-417/180, 11-12=-194/622, 941=-262/837 WEBS 3-16=-94/599, 6-12=-430/160, 7-11=-149/390, 8-11=-312/224,4-15=535/399, 5-13=-941/434, 3-15= 1198/489,5-12=-330/1137 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128ri TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 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 beading plate capable of withstanding 209 lb uplift at joint 2, 246 lb uplift at joint 9, 675 Ib uplift at joint 15 and 3971b uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 145 Ib down and 125 Its up at 7-0-0, 145 Ib down and 125 Its up at 9-0-12, 145 Its down and 125 Ib up at 11-0-12, and 145 lb down and 125 lb up at 13-0-12, and 145 Ib down and 125 lb up at 15-0-12 on top chord, and 340 Ito down and 1461b up at 7-0-0, and 81 It, down at 9-0-12 on bottom chord. The designIselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard Thomas A. A lami PE No.39380 MiTek USA, Inc, FL Cod 8634 6904 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 Q WARNING- Vi desfgn paremetersend READ NOTES ON THISAND INCLUDEDMREKNEF£RANCEPAGEMIF7473 rev. 16Po31015SEFONE USE Design volid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for on Indsvldual building component, not a truss system. Before use, Me building designer must verify the applicability, of tleslgn 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. Addlflonal 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, d ellvery, erection and bracing of trusses and truss systems, seeANBVIPtt Quality Cmodp, bSB49 and BC51 Building Component 6904 Parka East Blvd. Safety In/ormatbmvallable from Truss Plate Institute, 218 N, Lea Street Suite 312, Alexandrlo, VA 22314. Tampa, FL 3361 D Job Truss Truss Type Oty Ply T16784412 ASHMERE T05 Roof Special Girder 1 1 Job Reference (optional) El ilders First Source, Plant City, FL- 32566, U241) s JUI 14 zm9 Mi I on Industries, Inc. Man Dec z 10:30:55 zuro rage e ID:4GhaGgypKg FgB4NGMoMvhfygz2T-dbFN53PDvhVnM8p3 W sLASo7JXAW FF1gmhU W OR7ZyD1 P_ LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=-54, 2-91 Concentrated Loads (lb) Vert: 3=-105(F) 16=-340(F) 4=-105(F) 17=-105(F) 18=-105(F) 19=-105(F) 20=-58(F) ,&WARNING-Verayda.19hperemeremend READ NOTES ON THIS AND INCLUDEDMREKREFERANCE PAGE ms-7473rev. IM MI5 BEFORE USE. Design valid for use only with Miler connectors. This design Is based only upon parameters shown, and Is for an Individual building component not ��' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individualfuss web and/or chord members only. Additional temporary and permanent bracing MOW s always 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 fusses and truss systems, seeANSVTPII Quo Cmedo, DSEd9 and IBuilding Component 8904 Parke East Blvd.fabrication, 2�V Safety lnfort atbmvaiiable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexondtlo. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784413 ASHMERE T06 Root Special 1 1 Job Reference (optional) ommers rma bounce, me. wy. r.- azooa, b.cru s Out it m ie rva r an emusrnea, urv.w - - rue., (q FgB4NGMoMvhfygz2T-5nplJPPrg?dezlOG3asP??fRfapcAlrgia9_W?yD 1 Oz Scale: 3/16'=I' 4x6 = 5.00 12 3x4 = 4x6 — 3x4 = 46- 18 5 6 7 19 B 3x6 = 3.8 = 4xB = 3x4 = 4x6 = 3xB = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.92 BC 0.94 We 0.49 Matrix-SH DEFL. in (loc) /dell Lid Vert(LL) -0.24 14 >999 240 Vert(CT)-0.4712-14 >881 180 HOrz(CT) 0.14 10 n/a Na PLATES GRIP MT20 244/190 Weight: 164 lb FT=20% 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 2-2-0 0o bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 10=1342/0-8-0 Max Hom 2=67(LC 12) Max Uplift 2=-455(LC 8). 10=-455(LC 9) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2646/1516, 3-4= 2418/1386, 4-5=-2219/1330, 5-7=-2828/1629, 7-8=-2219/1330, 8-9=-2418/1386,9-10=-2646/1516 BOT CHORD 2-16=1284/2377, 14-16=-1421/2743, 12-14=-1432/2743, 10-12=-1302/2377 WEBS 3-16=-230/258, 4-16=-390/781, 5-16=-772/487, 7-12=-772/487, 8-12=390/781, 9-12=-230/258 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 12-6-0, Interior(1) 12-6-0 to 26-0-0, Extedor(2) 26-0-0 to 29-5-2, Intenor(1) 29-5-2 to 36-0-0 zone; cantilever left and light exposed ;end vertical left and light exposed;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) 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 4551b uplift at joint 2 and 455lb uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39360 MIT& USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING-V0Uryd4sr9APamme(exs4nd READ NOTES ON THISAND INCLUDED MREKREFERANCEPAGEMII-74Tdrex. 10de342015BEFDRE USE. Design valid for use only with MBek® connectors this design Is based only upon parameters shown, and Is for an Individual building component not a hum system. Before usa, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcanon, storage, delivery, erection and bracing of fusses and hum systems, seeANSVMIJ Quist MByy CMorlo. DSB-69 and BCSI Building Component 69N Parke East Blvd.Safety Informationavollable from Truss Rate Insill 218 N. Lee Street, Suite 312, Alexantlrio, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oly Ply T18784414 ASHMERE T07 Hip 2 1 Job Reference o tional 8.240 a Jul 14 2019 MiTek Inc. Man Dec 2 10:30:57 2019 Builders First Source, Plant City, FL- 32566, Scale: 3/16'=l' enn 5x8 = 2.4 II 5X8 = 4 19 5 20 6 3x6 = 2x4 II 3x6 = 3x8 = 3x4 = 2x4 II 3x6 = 3x4 = 3x6 = 6.6.5 1h0-0 1T6-0 24-0-0 28341 35-0-0 6-6.5 4-Sd1 6.6-0 6.6.0 4-5-11 8.8.5 Plate Offsets (X Y)-- [2'0.9-0 Edge] [4.0-5-12 0-2-8] r6.0-5-12 0-2-81 [8:0-3-0 Edael 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 0.58 Vert(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.74 Ven(CT) -0.38 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.13, 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 174 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or2-10-9 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-0-9 oc bracing. REACTIONS. (lb/size) 2=1342/0-8-0, 8=1342/0-8-0 Max Ho¢ 2=80(LC 12) Max Uplift 2=-432(LC 8), 8=-432(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (In) or less except when shown. TOP CHORD 2-3=-2681/1540, 3-4=-2249/1367,4-5=-2410/1511, 5-6=-2410/1511, 6-7=-2249/1367, 7-8=-2681/1540 BOT CHORD 2-16=-1313/2391, 15-16— 1313/2391, 13-15— 1030/2037, 11-13=-1034/2037, 10-11— 1318/2391, 8-10=-1318/2391 WEBS 3-15=430/335,4-15=-142/369, 4-13=-302/574, 5-13=-401/356, 6-13=-302/574, 6-11=-142/369,7-11=-430/335 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exe B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 11-0-0, Extedor(2) 11-0-0 to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Extedor(2) 24-0-0 to 28-11-6, Interior(1) 28-11-6 to 36-0-0 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 432 Ile uplift at joint 2 and 432 Ile uplift at joint 8. 7) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albanl PE No.39380 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING -Verity design psesseeerrood READ NOTES ON TNIS AND INCLUDED MWEKREFERANCE PAGE MIP74M ray. fe/e.9Ref5 BEFORE USE. se Design valid for use only with MiTek® connectors, Mrs 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 me oppllcabilily, of design parameters and properly Incorporate this design Into the overall bulldIng 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 guldonce regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems seeAN51/IPI7 Quo' tryy C lli OSSd9 antl BC51 Balding Component 6904 Parke East BNd. Safety Informatbfpvallable from Truss Plate Institute, 218 N. Lee Shoot, Suite 312, Alexandtlo. VA 22314, Tempe, FL 33610 Job Truss Truss Type City Ply T18784415 ASHMERE TOB Hip 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, MiTek Industries, Inc. Man Dec 2 10:30:58 2019 Scale: 3116'=1' 46 = 3x4 = 4x6 = 3x6 = 2x4 II 3x6 = Set = 3x8 = 3x6 = 2x4 II 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber COL. 1.25 Rep Stress ]nor YES Code FBC2017ITP12014 CSI. TC �0.79 BC 0.84 W B 0.43 Matrix-SH DEFL. Vert(CL) Ved(CT) Horz(CT) in (too) Well Vd -0.24 12-13 >999 240 -0.5212-13 >798 180 0.13 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 1731b FT=20% 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 BOT CHORD ,Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1342/0-8-0, 8=1342/0-8-0 Max Ho¢ 2=-93(LC 13) Max Uplift 2=-416(LC 12). 8=-416(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2640/1494, 3-4=-2094/1273, 4-5— 1884/1239, 5-6=-1884/1239, 6-7=2094/1273, 7-8=-2639/1494 BOT CHORD 2-15=-1262/2349, 13-15=-1262/2349, 12-13= 991/1989, 10-12=-1267/2349, 8-10=-1267/2349 WEBS 3-15=0/252, 3-13=-563/414,4-13=-277/557, 5-13=-293/193, 5-12=-293/193, 6-12=-277/557, 7-12=-563/414,7-10=0/252 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10;.Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6. Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-0-0 to 26-11-6, Interior(1) 26-11-6 to 36-0.0 zone; cantilever left and right exposed ; end vertical left and right exposed;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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for alive load of.20.0psf. on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottomchord and any other members, with SCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 Ile uplift at joint 2 and 416 to uplift at joint 8. 7) "This manufactured product Is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1. as referenced by the building code." Thomas A. Albans PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING -Verify design parameters end READ NOTES ON THIS AND INCLUDED MBEKBEFERANCE PAGE M/F747a rev. 1111e1a015 BEFORE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the builtling all 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. Addlflonal temporary and permanent bracing pI1 MiTek* Is always reel 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 huss systems, seeANSUfPII OuatMy CAte4a, DSB49 and BCSI BuIldNp Component 6904 Parke East Blvd. Safety Infoona8enavolloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18764416 ASHMERE T09 Hip 2 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Mon Dec 210:30:59 2019 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-VMUuxOSjzw7Dgl7di06deH ImfNhmGOXOe7KyD1Ow 11.0.0 7-4-01 75-0-0 20-0-0 27-7-5 35-0-0 36-0-0 -0- 7.4-11 7-7-5 5-0-0 7-7.5 7-4.11 -01 Scale = 1:64.8 5.00 F12 5x8 = 46 = 3x6 = 2z4 II 4x6 = 3x4 = 3.8 = 4x6 = 2x4 II 3x6 = 7-4.11 15-0-0 20-0-0 27-7.5 35-0-0 7-4.11 7-7-5 5-0.0 7-7-5 11 Plate Offsets (X Y)-- [2'0-3-0 Edge] [5:0-5-12 0-2-8] [9:0-3-0 Edne] LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.80 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Ved(CT) -0.37 14-16 >999 180 BCLL 0.0 Rep Stress Incr YES We 0.29 Horz(CT) 0.13 9 n/a Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 173 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 9=1342/0-8-0 Max Horz 2=106(LC 16) Max Uplift 2=-433(LC 12), 9=-433(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-1-11 oc bracing. WEBS 1 Row at Tricot 3-14, 8-13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2686/1491, 3-5=-194011177, 5-6=-1719/1175, 6-8=-1941/1177, 8-9=-2686/1491 BOT CHORD 2-16127012398, 14-16=-1270/2398, 13-14=808/1718, 11-13=-1273/2398, 9-11=-1273/2398 WEBS 3-16=0/327, 3-14=-751/502, 5-14=-151/441, 6-13=-178/442, 8-13=-751/502, 8-11=01327 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Extedor(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurvent 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 433111 uplift at joint 2 and 433 Ib uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.36380 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 O WARNING-wallydesfgnpahunflar HEAD NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF74M.. I&XII2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design B based only upon parameters shown, and Is for an IndMdual bulltling component, not ��' a truss system. Before use, the building angrier must varty the applicabllliy of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual fruss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent. collapse wgh possible personal Injury and property damage. For general guidance regarding the fabrication, storage, calvary, erection and bracing of trusses and truss systems, seeANSUIPII Gu sllBlyy Criteria. Dili and BCSI Building Component gg04 Parke East Blvd. SafoN InfaDnationevallable from Truss Plate Institute, 218 N. Lea Street Suite 312, A reandeo, VA 22314. Tampa, FL 33810 Job Truss Truss Type of Ply T18784417 ASHMERE T10 Hip 2 1 Job Reference (optional) Quilders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:01 2019 Page 1 ID:4GhaGgypK9FgB4NGMoMvhfygz2T-Skc M6T VXFx43HDs7Sai3NNnbWDrWFZsrtICDyD1Ou tech ,6-19 2 12313 17La 17- a M."-M."29-1.1 35 ee ae-0e 1114p 69a-i2 55-1 4sb� 4ea 6-10-12 1-0e ".a Scale = 1:64.8 500 12 676 r 6 3.4 = 3xe = 3.4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate GOP DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CS]. TC 0.64 BC 0.91 WE 0.61 Matrix -Sit DEFL. Vart f1) Vert(CT) Hom(CT) in (too) Well Ud -0.20 14-16 >999 240 -0.4114-16 >999 180 0.12 12 n/a n/a PLATES GRIP MT20 244/190 Weight: 170111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-1 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=134210-8-0, 12=134210-8-0 Max Horz 2=120(LC 12) Max Uplift 2=-447(LC 12), 12=-447(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2646/1368, 3-5= 2450/1336, 5-6=-1693/1033, 6-7=-1513/992, 7-8=-1513/992, 8-9=-1693/1033,9-11=-2450/1336,11-12=-2646/1368 BOT CHORD 2-18=-1150/2362, 16-18=-894/1918, 14-16=-901/1918, 12-14=-1157/2362 WEBS 3-18=-285/264, 5-18=-206/514, 5-16=-588/439, 9-16=-588/439, 9-14= 206/514, 11-14=-285/264, 7-16=-515/977 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCOL=3.Opsf; h=15ft; Cat. Il; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extenor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-0-0, Exterior(2) 17-0-0 to 22-8-3, Interior(1) 22-8-3 to 36-0-0 zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x6 MT20 unless otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 IS, uplift at joint 2 and 447 lb uplift at joint 12. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." Thomas A Alban! PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING -Verity deslq. pammetere end READ NOTES ON TNISAND INCLUDED MITEKNEFERANCEPAGEMIP74T3 rev. 1003VIa1SBEFOREUSE. Design valld for use only with M8e1ID connectors, This daslgn Is based only upon parameters shown, and Is for an IndNldual bulltling component, net a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Addfllonol temporary antl permanent bracing MiTek' 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 busses and truss systems, seeANSVTPD Stuart CMrrM. DSa-011 and fiCSI Building Component Safety [rdarmofbravollable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. 8904 Parke East BlvG. Tampa, FL 33610 Job Truss Truss Type ally Ply T18784418 ASHMERE T11 Common 5 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 142019 MiTek Industries, Inc. Mon Dec 2 10:31:04 2019 46 = 5,00 12 Scale = 1:62.4 3x6 = 3x4 = 3x6 = 3.8 = 3x6 = 3x4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.66 BC 0.91 WB 0.62 Matrix-SH DEFL Ve I EQ Vert(CT) Horz(CT) in (loc) Vdefl L/d -0.20 12-14 >999 240 -0.41 12-14 >999 180 0.12 10 n1a n/a PLATES GRIP MT20 244/190 Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1342/0-8-0, 10=134210-8-0 Max Horz 2=-123(LC 13) Max Uplift 2=A51(LC 12), 10=451(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2645/1323, 3-5=-2449/1289, 5-6=-1691/991, 6-7=-1691/991, 7-9— 2450/1289, 9-10=-2645/1323 BOT CHORD 2-16=-1090/2360, 14-16=-834/1922, 12-14=-851/1922, 10-12=-1107/2360 WEBS 6-14=-508/994, 7-14=-597/417, 7-12=-203/512, 9-12=-282/260, 5-14=-597/417, 5-16=203/512, 3-16=-282/260 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=151t; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interor(1) 2-6-0 to 17-6-0, Exteror(2) 17-6-0 to 21-0-0, Interior(l) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 5) Provide mechanical connection (by others) of truss to hearing plate capable of withstanding 451 Its uplift at joint 2 and 451 Its uplift at joint 10. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Ig Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: December 2,2019 ®WARNWG-Vedly Ceslenpo nu, 1..rx1READ NOTES ON THMANDWCLUDEDMRENREFERANCEPAGEM/47479rev. 1ONi2015SEFORE USE Deslgn valid for use only with MJl connectors. This design Is based only upon parameters shown, and Is for an Indlvldual building component, not ��- a truss system. Before use, the bullding designer must verify the appllcoblllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Indlvldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty, and to prevent collapse with possible personal lnlury and property damage, For general guldance regarding me fabrication, storage, calvary, erection and bracing of 11uS qo and truss systems, seeANSVIPI1 OuallBlyy Criteria, III and BCSI Building Component 6904 Parke East Blvd. Safety Informafbrpvollobie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784419 ASHMERE T11A Common 1 1 Job Reference (optional) U:L4U S JUI 14 2Ule MI I eK Industries, Inc. Man U80 a l U:J1:V04U IV Builders First bounce, Plant Gity, FL-32566, ST1.5x8 STP = 4,6 = 1 IN IIIBIT 4x12 = 5.00 FIT Scale =1:66.0 2x4 II 26 27 3x4-� Sx12 4 7 9 3x6 C 5 6 10 2x4 // 11 10.12 = 3.6 19 1 26 I 21 fix8 12 13 f91� = 6 24 2320 8xl4 MT20HS= 17 2x4 11 5x6 = 30 11 3x4 = 16 29 15 14 3.8 = 3x6 = 3x4 = 5.0.0 9-4-12 10.9.012-2.0 17-8.0 26.2,70-0-> 35.0.0 I a-o-o 3x6 = Plate Offsets(XY)-- [2'0-6-50-1-3] [3:0-7-00-1-8] [6:0-0-00-1-12] [6.0-5-40-3-01 [12:0-0-10Edael [18:0-4-B0-5-0] [19'0-4-e0-1-81 [21:0-3-80-441 [22'0-5-4Edge] LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.45 Vert(LL) -0.39 20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.73 20 >566 180 MT20HS 187/143 BCLL 0.0 " Rep Stress Incr YES WB 0.96 Horz(CT) 0.36 12 n/a n/a BCDL 10.0 Code FBC20171TPI2014 Matrix-SH Weight: 215111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x6 SP M 26 "Except' 12-15,15-20: 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 "Except" WEBS 7-17: 2x6 SP M 26, 4-23,3-22: 2x4 SP No.1, 3-24: 2x4 SP I JOINTS REACTIONS. (lb/size) 2=1340/0-8-0, 12=1342/0-8-0 Max Horz 2=-124(LC 13) Max Uplift 2=452(LC 12), 12=451(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2683/1321, 34=-7304/3470, 4-5=-4842/2344, 5-7=-3270/1646, 7-8=-3170/1722, 8-9=-1690/996,9-11=-2434/1264,11-12=-2656/1346 BOT CHORD 2-24=-1116/2413, 23-24=-1115/2411, 17-20=228/470, 16-17=-297/647, 14-16=-856/1924, 12-14=-1135/23B9,21-22=-3354/7408,19-21- 1980/4495,18-19=-1980/4495 WEBS 8-16- 159/326, 9-16=-605/419, 9-14=-165/505, 11-14=-294/270, 22-23=-1050/2279, 4-22=-1007/2220,'5-18=-1868/895, 3-23=-2970/1374, 16-18=-283/916, 8-18- 955/1883, 19-20=479/990,3-22=-2856/6324,5-21- 665/1473,4-21=-3090/1457,18-20=-1040/503 Structural wood sheathing directly applied or 2-6-1 oc purlins, except end verticals. Rigid ceiling directly applied or 5-5-13 oc bracing. 1 Row at micipt 8-18 1 Brace at Jt(s): 18 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; 1 B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(i) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0. Interior(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; antl vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 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 20.0ps1 on the. bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 Ib uplift at joint 2 and 451 Ib uplift at joint 12. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Mill PE No.39380 MiTek USA, Inc. FL Cart 9834 8904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 ,&WARNING-Ver/ry design paramefereand BEAD NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M1F7473rev. 1011'UY015 BEFORE USE Design valid for use only wim MBekW connectors. This design Is based only upon parameters shown, and Is for an IndrAduol building component, not a truss system. Before use, the building designer must verity the appllcabll6y of design parameters and properly Incorporate this design Into the overall bulltling design, Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, weANSI/IPII GuaIM CaNrk, OSB49 and SCSI Building Component 6904 Perk. East Blvd. Safety Informallorgvolloble from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22 14. Tempe. FL 3361 O Job Truss Truss Type Of ply Ply T18784420 ASHMERE T12 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 11-0-0 5-8-11 9 0 6 T 46 = 8.240 a Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:07 2019 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-Guzwc9Yk5N?5o kNDOZ-,XKdKt?ZBFGZSEnK3PsyD1 Oo 7-4 8-2 26-D-0 29-3-5 35-0-0 36-D-0 8-2-8 4-4-12 3.3.5 5.841 �I-Q.0 Scale: a/16'=V 3x4 = 4x6 — 3x4 = 4x6 = 3x6 = 3x8 = 4x6'= 3x4 = 4x6 = 3x8 = 3x6 = LOADING (psi SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid PLATES GRIP TCLL 20.0 Plate Grip COL. 1.25 TC 0.92 Vert(LL) -0.24 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(CT) -0.4714-16 >881 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.49 Hors(CT) 0.14 10 Na File BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 1641b FT=20% 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 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1342/0-8-0, 10=1342/0-8-0 Max Hom 2=-67(LC 13) Max Uplift 2=-455(LC 8), 10=-455(LC 9) FORCES. lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2646/1585, 3-4=-2418/1435, 4-5=-2219/1375, 5-7=-2828/1675, 7-8= 2219/1375, 8-9= 2418/1435, 9-10=-2646/1585 BOT CHORD 2-16=1359/2377, 14-16=-1460/2743, 12-14=-1464/2743. 10-12=-1363/2377 WEBS 3-16=-230/295, 4-16=411/781, 5-16=-772/507, 7-12=-772/507, 8-12=411/781, 9-12=-230/295 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2ps1; BCDL=3.Opsh h=15ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Intedor(1) 30-11-6 to 36-0-0 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 455 Ib uplift at joint 2 and 4551b uplift at joint 10. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 AWARN/NG-VeHfydes/gnparameterazinx AP NOTES ON THIS AND INCLUDED MREKREFERANCEPAGEMl4T4Tarev.10NYL015BEFORE USE. Design valid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for on 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 me overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary antl permanent bracing MiTek' Is always required for stability and to prevent collopsa with possible personal Injury and property damage, For general gultlance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. %mANSUIPI I GuaiByCddo b, USB49 and BCSI Suldesp Component 6904 Page East Blvd. Safety MformoMb allcbie from Truss Plata Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type cry Ply T18784421 ASHMERE T13 HIPGIRDER 1 2 Job Reference (optional) Hellaers rrrsl source, rlam ldty, rL-JZ000, oyo . IL?x99eNKC W OKJwW RB031 g54yD1 Oj Scale: 3/16'=l' 5x8 = 5.00 12 3 3x8 = 2x4 II 3.6 = 18 19 4 20 21 5 6 22 23 2x4 II 24 7 25 26 Sx8 = 8 0 I6 zr ee ro za av --JJ 3x6 = 2x4 11 4x6.= 2x4 11 Sx8 = 2x4 11 3x6 = 5x8 = 46 = LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017ITP12014 CS1. TO 0.80 BC 0.75 WB 0.51 Matrix-SH DEFL. in (too) Ildeft Lid Verdl 0.40. 14 >999 240 Vert(CT)-0.6613-14 >621 ISO Horz(CT) 0.15. 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 325 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-5-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=2609/0-8-0, 9=2625/0-8-0 ' Max Horz 2=-53(LC 13) Max Uplift 2_ 1046(LC 4), 9=-1073(LC 5) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5774/2316, 3-4= 7519/3135, 4-6=-7519/3135, 6-7=-7530/3159, 7-8— 7530/3159, B-9=-5812/23B1 BOT CHORD 2-17=-2040/5211, 15-17=-2044/5237, 14-15=-3358/8300, 13-14=-3358/8300, 11-13=-2112/5272,9-11=-2108/5245 WEBS 3-17=-85/640, 3-15=-1127/2693,4-15=-595/433, 6-15=-933/381, 6-14=0/468, 6-13=-909/353,7-13=-588A27, B-13=-1087/2655, 8-11=-84/639 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chards connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 are. 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; VUIt=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope); 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) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1046 Ib uplift at joint 2 and 1073 lb uplift at joint 9. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125 lb up at 7-0-0, 105 lb down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 lb down and 125 go up at 13-0-12, 105 Ib Thomas A. Albert PE No.39380 down and 125 It, up at 15-0-12, 105 to down and 125 lb up at 17-0-12, 105 Ito down and 125 lb up at 17-11-4, 105 Ito down and 125 MiTek USA, Inc. FL Cent 6634 lb up at 19-11-4, 105111 down and 125 lb up at 21-11-4, 105 Ito down and 125 lb up at 23-11-4, and 105 Ib down and 125 lb up at 6904 Parke East Blvd. Tampa FL 33610 25-11-4, and ISO lb down and 2151b up at 28-0-0 on top chord, and 340 Ib down and 1461b up at 7-0-0, 81 Ito down at 9-0-12, 81 Date: lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 go down at 17-0-12, 81 Ib down at 17-11-4, 81 It, down at 19-11-4, 81 lb down at 21-11-4, 81 lb down at 23-11-4, and 81 lb down at 25-11-4, and 3401b down and 1461b up at 27-11-4 on December 2,2019 bottom chord. The desian/selection of such connection device(s) is the responsibility of others conunueo on page z AWARNING-VeritytlesignparemetersendRanNOTESONTN/SANOINCLUOEDINTEKREFERANCEPAGE101Irev 14022015BEFOREUSE. Design volid for use only with MOek® connectors. This design Is based only upon parameters shown, and Is for on Individual bulltling 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 buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability, and to prevent collapse with possible personal Injury and property damage. For general gu[donce regarding the fabticatlon, storage, delivery, erectlon and bracing of busses and truss systems, weAN6U1Pi1 pualBv CMRdo, D50419 and BC61 Building Component 6904 Parke Earl Blvd. Safety Informatiore volloble from Truss Plate Insittute, 218 N. Lee Street, Sure 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aty Ply T78784421 ASHMERE T13 HIP GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 10) 'This manufactured product is designed as an individual building component. the building designer per ANSI TPI 1 as referenced by the building code." 8.24U s Jul 14 2019 MI I eK lnaustnes, Inc. Mon Dec 2 1 U:31:12 2U19 rage 2 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-dsnpgtctvweNuldL7x99eNKC W OKJwW RB031 g54yD10) The suitability and use of this component for any particular building is the responsibility of LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Incr6ase=1.25 Uniform Loads (IIII) Vert: 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Veil: 3=-105(B)5=-105(B)8=-133(B)17= 340(B) 11=-340(B) 18=-105(B) 19=-105(B)20=-105(B) 21=-105(B) 22=-105(B)23=-105(B)24=-105(B)25=105(B) 26=-105(B) 27=-58(B) 28_ 58(B) 29_ 58(B)30=-58(B) 31 =-58(B) 32=-58(B) 33=-5B(B) 34=-58(B) 35=58(B) 36=-58(B) ,&WARNING - Vellfydealgn pafamafelcand REAONOTEq ON TNISANO INCLUDED MITEKREFERANCEPAGEMIF7473fea. 14VU11015BEFORE USE. Design valid for use only with MRek® connectors, This design Is based only upon parameters shown, and Is for an Indlvldual building component, not a truss system. Before use, the building designer must verify the oppllcablllry of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent buckling of individual muss 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 antl truss systems, seeANSVTPII GuolNlyy Criteria. DSi and Ini Buldhg Component 6904 Palle East Blvd. Safety Informatio ravailable from Truss Plate Institute, 218 N. Lee Street, Suite 312, AleeandAa, VA 22314. Tampa, FL 33610 Job TrOss Truss Type Oly Ply T18784422 ASHMERE T14 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:14 2019 i 4x6 = 4x6 = ST1.5x8 STP= axe II zxa n ST1.5x8 STP= 3x4 = 3x4 = Scale = 1:22.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vent-0.04 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 VerI CT) -0.08 5-7 >999 180 BCLL 0.0 Rep Stress Inca NO INS 0.10 Horz(CT) 0.02 5 n/a n/a BCDL 10.0 Code FBC2017RPI2014 Matrix-SH Weight: 461b FT LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-34 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=652/0-8-0, 5=666/0-8-0 Max Horz 2=-40(LC 9) Max Uplift 2=-251(LC 8), 5= 258(LC 9) FORCES. (Ile) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1060/377, 3-4=-927/376, 4-5=-1065/395 BOT CHORD 2-8=-313/915, 7-8=-311/927, 5-7=-314/919 WEBS 3-8=-12/260 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15111; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); 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 pending. 4) This Muss 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 251 lb uplift at joint 2 and 258111 uplift at joint 5. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 79 IS, down and 100 lb up at 5-0-0, and 184 lb down and 208 Ib up at 7-0-0 on top chord, and 113lb down at 5-0-0, and 113 Ib down at 6-114 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). 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=54, 3-4=54, 4-6=-54, 2-5=-20 Concentrated Loads (lb) Vert: 3=-60(B) 4=-137(B) 8=-69(B) 7=-69(B) la Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 Q WARNING -Verltyd1g9.Farametws.dREAONOTES ON THISANO INCLUDED MREICREFERANCEPAGEMIF7473re1 1a 015BEFORE USE Deslgn valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an IndlvIdual building component, not �,- a truss system. Bofors use, the building doslgner must verlty the applicability of design parameters and properly Incorporate this design Into the overall bulltling deslgn. Bracing lndlcoted is to prevent buckling of lndivldual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and toss systems. WeANSU1P11 Guallh CMaM,.DS"9 and SCSI Building Component 6904 Parke East Blvd. Safety Nformationavollobie from Truss Plane Institute, 218 N. Lee Street, Sulfe 312, Alexandria, VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oy Ply T1B784423 ASHMERE T15 COMMON 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 142019 MITek Industries, Inc. Mon Dec 2 10:31:15 201 SO ID:4GhaGgypK9FgB4NGMoMvhfygz2T-1 RSxluemCr0ylDLvh3isGOygVER57_dd41 GUIII P] 4x6 = ST1.5x8 STP = `x" I I ST1.5x8 SIT = 31= 3x4 = Scale = 1:22.4 ]o LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Met YES Code FBC2017/rP12014 CSI. TC 0.37 BC 0.36 We 0.10 Matrix-SH DEFL, in Vert(LL) -0.03 Ved(CT) -0.06 Horz(CT) 0.01 (loc)/deft L/d 2-6 >999 240 2-6 >999 180 4 n1a n/a PLATES GRIP MIT20 244/190 Weight: 44 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=491/0-8-0, 4=491/0-8-0 Max Ho¢ 2=46(LC 12) Max Uplift 2=-173(LC 12), 4=-173(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6=-219/523 WEBS 3-6=-2/264 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3:Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.1 B; MWFRS (envelope) and C-C Exterior(2) -1-M to 2-0-0, Interior(l) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Intenor(1) 9-0-0 to 13-0-0 zone; cantilever left and night exposed ; end vertical left and fight exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 bottomchord 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 173111 uplift at joint 2 and 173 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albani PE N09380 fill USA, Inc. FL Cat 8834 6904 Parke East Blvd. Tampa FL 33610 Date; December 2,2019 O WARNING- Verify Cealgeperamefersena HEAD NOTES ON TN/SAND INCLUDED MffEKREFERANCEPAGEMIF74Tamv. 10,0342015DEFORE USE. Design valid for use only with Ili connectors. This design is based only upon parameters shown, and is for on individual building component,not �■ a huss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall bulltling 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 win possible personal injury and properly damage. For general guidance regarding the 6904 Parke Ent Blvd. fabrication, storage, delivery, erection and bracing of trusses antl truss systems, seeANSUIPII Quality Cdbda, DBl and BCSI Building Component Tampa, FL 33610 Sobry mformatbmvallabletrara Truss Fate Institute, 218 N. tee Sheet, Suite 312. Alexandre. VA 22314. Jab Truss Truss Type Oly Ply T18784424 ASHMERE Vol Valley 1 1 Job Reference (optional) B.pilders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:17 2019 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T--paijagOkSGg7 W VIoUIKLR1 B21 BObtew%LlbmHyD1 Oe 46 = Scale=1:17.3 �d uI d K b 4 2x4 4 20 I I 2x4 0- 10 9-6-6 0- -10 9-5-13 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (lob) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) rile - rda 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - rda 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 3 We Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 291b Fr=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 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 1=128/9-5-3, 3=128/9-5-3, 4=338/9-5-3 Max Ho¢ 1= 27(LC 13) Max Uplift 1=-53(LC 12), 3=-57(LC 13), 4=-89(LC 12) Max Grav 1=132(LC 23), 3=132(LC 24), 4=338(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Internor(1) 3-9-1 to 4-9-3. Extedor(2) 4-9-3 to 7-9-3, Interior(1) 7-9-3 to 8-9-6 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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 531b uplift at joint 1, 57 Ib uplift at joint 3 and 89 Ito uplift at joint 4. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 A WARNING -Verity design per4merem and READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE MX7473rev. 101132a13 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component not o truss system, Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual miss 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, seeANSWII Quall�y Criteria. DSB49 and BCSI Building Compononl V14. 6904 Perko East Blvd. Safety Informallonavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexantlrla, VA 22 Tampa, FL 33610 Job Truss Truss Type -Oty Ply T18784425 ASHMERE V02 Valley 1 1 Jab Reference (optional) Builders First Source, Plant City, FL- 32566, c FI— 2x4 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:19 2019 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-wCiS8GhGG3 W OEgfhwvnoRs6Y4roH3oAD7fEigAyD1 Oc 3x6 = 2x4 Q Scale = 1:10.3 •o Plate Offsets (X Y)-- - 12:0-3-0 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - Iva 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Vert(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 151b FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. Ill 1=149/5-5-3, 3=149/5-5-3 Max Harz 1=-14(LC 13) Max Uplift 1=-49(LC 12), 3=-49(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-6.oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and Fight exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This imss 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 491b uplift at joint 1 and 49111 uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.38380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 A WARNING- Verity Eea9hrsmmefaw Ahd READNOTES ON WISAND INCLUDED M/7EKREFERANCEPAGEMIF7473rcx. 10,11Y1e15eEFOREUSE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and inns systems, seeANSVIP11 laual8v Cmeria, OSBd9 and BCSI Bull Component 6904 Parka East BNd. safety Inroanatlow Noble from Truss Plate Institute. 218 N. Lee Street Suite 312, Alexandria, VA 223314 Tampa, FL 33610 Job Truss Truss Type city Ply T18784426 ASHMERE V03 Valley 1 1 Job Reference (optional) Bludder5 Fhst Source, Plant Gity, FL- 32566, v b b 8.240 S Jul 14'2u1U MI I ex Industries, Inc. Man wee 21U:31:2u zul9 Page 1 ID:4GhaGgypKgFgB4NGMoMvhfygz2T-OOGgLciul NeEs EtTcll z3fjdFCwoEyMEJzFNcyD10b 2.4 II 3 5 4 2x4 2x4 II 2x4 II Scale = 1:16.3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) n/a - 111 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 4 rda n/a BCDL 10.0 Code FBC2017RP12014 Matrix-P Weight: 22111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 1=60/6-1-14,4=86/6-1-14,5=247/6-1-14 Max Horz 1=114(LC 9) Max Uplift 1=-2(LC 8), 4=-36(LC 9), 5— 122(LC 12) Max Gray 1=64(LC 20), 4=86(LC 1). 5=247(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-5=-180/316 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-9-1 to 3-9-1, Interior(1) 3-9-1 to 6-0-12 zone; cantilever left and Fight exposed ;end vertical left and right exposed;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 of20.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 2 lb uplift at joint 1, 36 lb uplift at joint 4 and 122 lb uplift at joint 5. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albert PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 2,2019 Q WARNING-VeNly005IS0 peremetere Ond READ NOTES ON THISAND INCLUDED MR KHEFENANCEPAGEMIF7473 rev. 10032015BEFOREUSE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hum system, Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate mis design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stabllity and to prevent collapse won posslble personal Injury and property damage. For general guidance regarding the fobrlcatlon, storage, delivery, erection and bracing of trusses and hues systems. seeANSVIP1t Quality CMrrdo, D3849 and BCSI Building Component 6904 Parke Bast Blvd. Safety Infamlatbaavallobi s from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18784427 ASH MERE VO4 Valley 1 1 Job Reference (optional) fluidal First Source, Plant City, FL- 32566, Y b 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 2 10:31:21 2019 Page 1 I0:4GhaGgypKgFgB4NGMoMvhfygz2T-sbpCYyjWohm5T8p31 KpGWHCrCfWi)agW S4p12yD1 Oa 2x4 O 2.4 11 Scale = 1:11.5 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) I - 1 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Ved(CT) n/a - 1 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) 0.00 3 Na n/a BCDL 10.0 Code FBC20177TPI2014 Mamix-P Weight: 131b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Iorsize) 1=122/4-1-14,3=122/4-1-14 Max Harz 1=71(LC 9) Max Uplift 1=-42(LC 12), 3— 54(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Structural wood sheathing directly applied or 4-2-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=15tt; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0-9-1 to 3-9-1, Interior(l) 3-9-1 to 4-0-12 zone; cantilever left and right exposed ; end vertical left and fight exposed;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 Muss to bearing plate capable of withstanding 421b uplift at joint 1 and 541b uplift at joint 3. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Albanl PE No.39360 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 2,2019 A WARNING- Verily design anserefers and READ NOTES ON THIS AND INCLUDED 1111117KREFERANCEPAGEMIP74"nev. 111,1151,12015 BEFORE USE. see Design valid for use only with MRek® connectors. This design b based only upon parameters shown, and Is for an Individual building component not �� a truss system. Before use, the building designer must verify the applicobllity, of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual I web and/or chord members only.Additional temporary and permanent bracing MiTek' Is always real for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the Mr.M, DSl49 and SCSI Bultlhsp Component antltloT, Safety Infurma6mpaelloble from Truss Plate Institute. 218 N, tee Street Suit 312, Ale VGA 22314 Tampa, FLe 33610Nd Jab Truss Truss Type Cry Ply T18784428 ASHMERE V05 Valley 1 1 Job Reference (optianaq___ _ Ljuildeis First Source, Plant City, I-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Mon Dec 210:31:22 2019 Page 1 I D:4GhaGgypKgFgB4NGMoMvhfygz2T-KnNbmlk9Y_uy510Gbl KV2Uk6a2vsG9wlhcSMRVyD1 OZ 228 2.2-B 5x6'= 2x4 i LOADING (psf) SPACING- 2-0-0 CSI. DER. in floc) I/dell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Ve I(LL) n/a - Ida 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOTCHORD REACTIONS. (lb/size) 1=48/2-1-14, 3=48/2-1-14 Max Horz 1=28(LC 11) Max Uplift 1=-17(LC 12), 3=-21(LC 12) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:7.4 PLATES GRIP MT20 244/190 Weight: 6lb FT=20% Structural wood sheathing directly applied or 2-2-8 oc purlinS, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.1$ MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;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 171b uplift at joint 1 and 21 Ito uplift at joint 3. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 Mi rek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 2,2019 Q WARNING -Verity Ceslgnparametemand READ NOTES ON THIS AND WCLUUEUMITEKREFERANCE PAGE Ma-7473MV. Jai BEFORE USE Design valid for use only with Mirelall, connectors. This design Is based only upon parameters shown. and Is for an Individual building component not a truss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing lncilcated 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 storage, delivery, erection and bracing of trusses and truss systems, seeANSUiPII Cupl2v Classic. DSB-89 and BC91 Bultlhp Component 6904 Parke East Blvd.fabrlcatlon, Safety Informolbrrwallable from Truss Plate Institute, 218 N. We Skeet Suite 312, Alexandria, VA 22 14. Tampa. FL 33610 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. �For�4 x 2 orientation, locate paes 0-149 from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location detalls available In MTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of The output. Use T or 1 bracing If indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-48 I dimensions shown Inftsixteenths t scale) (Drawings not to scale) 0 c O x U 0- 0 JOINTS ARE GENERALLY NUMBEREDAERERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT PRODUCT CODE APPROVALS ICC-ES Reports: ESR-131 1, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/1-PI t section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek6 All Rights Reserved MiTek' MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or allemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss of each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/IPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/IPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12, Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13..Top chords must be sheathed or purins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing. or less, If no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others.. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks, Consult with project engineer before use. 19. Review all portlons of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/IPI 1 Quality Criteria.