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HomeMy WebLinkAboutTRUSS PAPERWORKLot/Block:.. Model: Rojas Residence By --- Address: Orange Ae Subdivision: .. St. Lucie Count City: Fort Pierce State: Florida Y General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading .Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A.psf This package includes 35 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer.and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T12933192 clot 1/11/18 2 T12933193 c102 1/11/18 3 T12933194 c103 .1/11/18 4 T12933195 el01 1/11/18 5 T12933196 ej02 1/11/18 6 T12933197 hc612 1/11/18 7 T12933198 hj01 1/11/18 8 T12933199 h 02 1/11/18 9 T12933200 td1 1/11/18 10 T12933201 t02 1/11/18 11 T12933202 t03 1/11/18 12 T12933203 104 1/11/18 13 T12933204 t05 1/1.1/18 14 T12933205 t06 1/11/18 15 T12933206 t07 1/11/18 16 T12933207 t08 1/11/18 17 T12933208 t09 1/11/18 18 T12933209 t10 1/11/18 19 T12933210 t11 1/11/18 20 T12933211 t12 1/11/18 21 T12933212 t13 1/11/18 22 T12933213 tt4 1/11/18 23 T12933214 t15 1/11/18 24 T12933215 t16 1/11/18 25 T12933216 Vol 1/11/18 26 T12933217 v02 1/11/18 27 T12933218 v03 1/11/18 28 T12933219 v04 1/11/18 29 T12933220 v05 1/11/18 30 T12933221 v06 1/11/18 31 T12933222 v07 1/11/18 32 T12933223 v08 1/11/18 33 T12933224 v09 1/11/18 34 T12933225 vlo 1/11/18 35 T12933226 v11 1/11/18 The truss drawing(s) referenced above havebeen prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Magid, Michael My license renewal date for the state of Florida is February 28, 2019. Florida COA:6634 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 ANSUTPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. 1 p,EL Si ENS�.G'i R f v." �� ��` Michael S. Magid PE Nc.53681 MITek USA, Inc. FL cert 6634 6904 Parke East Blvd. Tampa FL 33610 January 11,2018 l,of l Magid, Michael Jab Tmss Truss Type _ty Ply T72933192 1159591 WWI Jack -Open 16 1 Job Reference (optional) builders HistSource, viant uty, rL aaaao LOADING (Pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 g SPACING- 2-0-0 CSI. .Plate Grip DOL 1.25 TC 0.50 Lumber DOL 1.25 BC 0.11 Rep Stress Inch YES WB 0.00 Code FBC2017/FPI2014 Matrix -MP Scale =1:9.5 DEFL, in (loc) Well Ud PLATES GRIP Vert(LL) 0.00 7 >999 360 MT20 244/190 Vert(CT) 0.00 7 >999 240 Horz(CT) 0.00 4 We o/a Weight: 7111 FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purims. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 26/Mechanical, 2=254/0-8-0, 4=-47/Mechanical Max Horz 2=66(LC 12) Max Uplift 3=-26(LC 1), 2=-160(LC 12), 4=-47(LC 1) Max:Grav 3=33(LC 8), 2=254(LC 1), 4=49(LC 8) FORCES. (lb) Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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 pat bottom chord live load nonconcument with any other live loads. 3) ' 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. 4) Refer togirder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at)oirl 3, 4 except (t=lb) 2=160. 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." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Q WARNING- VwiVdesigaparaon,W. dREAO MOMS ON MIS AND INCLUDED M/FEKREFERANCEPAGEMIP7473 rev. 1MW2015 BEFORE USE. Design valld for use only with MBek® connectors. Ills 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 oppllcabllHy of design parameters and properly Incorporate this design Into the overall bulldIngdeslga. Bracing indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanentbraaing n• M!Tek* Is always required for stabllly, and to prevent collapse with possible personal Injury and property damage For general guidance regarding the: fabticotlon, storage, delivery, erection and bracing of trusses and hum systems, socAN3VIP11 Quality CrIl D3849 and BCSI Building Component 6904 Parke East Blvd. Safety Informatbrgvolloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Trusir s Truss Type 6tty Ply T72933193 1159591 GJ02 Jack -Open 16 7 Job Reference (optional) .CA SAC aMa aennl Builders FirstSource, Plant City, FL 33566 o.ioasaep ioc�,, ,.,,,_�,,,��_,��_�, ,,,C. ,,,u �a ��.-- .--._-. ID:goybrYXGmOmCiAOfPdJ3Vlyottb.cu3VOW2EDuulxXOpwBXgK14AsVeiEgZyG5h4mz Tx7 -2-0.0 3-0.0 2-0.0 3.0.0 Scale = 1:14.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.01 4-7 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 240 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 HOrz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014. Matdx-MP Weight: 13lb FT=20% LUMBER - TOP CHORD 2x4SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=52/Mechanical, 2=253/0-8-0, 4=20/Mechanical Max Hors 2=116(LC 12) Max Uplift 3- 51(LC 12), 2=-127(LC 12) Max Grav 3=52(LC 1), 2=253(LC 1).4=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Ile) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0ps1; h=18fq Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 except Qt=lb) 2=127. 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." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 O WARNING.VerifydeslgnP.m tereend BEAD NOTES ON THISANO INCLUDED Mn-EKIEFERANCEPAGEMI474T4mx. f0/0912015BEFOREUSE. Design valid for use only with Mlle& connectors. This design Is based only upon parameters shown, and Is for an InclMdual building component, not a truss system. Before use, the building designer must verify the oppllcobli ty of design parameters and properly Incorporate this design Into the overall building design, Bracing Indicated is to prevent bucIdIng of lndlMdual truss web Intl/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, delNery. erection and bracing of truces and truss systems, smvANSVrPil Quality Criteria. DSI-89 and SCSI BuldYsp Component 69" Parke East Blvd. Safety Infoanationavollcbie from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 33610 Jab Truss Truss Type (ity Ply T72933194 1159591 CJ03 Jack -Open 8 1 Job Reference o tional Builders RrstSource, Plant City, FL 33566 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 TCDL 7.0 Lumber DOL 1.25 BC 0.27 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/rP12014. Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=108/Mechanical, 2=313/0-8-0, 4=53/Mechanical Max Horz 2=167(LC 12) Max Uplift 3=-104(LC 12), 2=-140(LC 12), 4=-3(LC 12) Max Grav 3=108(LC 1), 2=313(LC 1), 4=87(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. B.1 uu s Sep 1b zul I MI I ex Industries, inc. r nu dart i I 08:54:46 eu ro rugs i ID:goybrY%GmOmCiAOfPdl3Vlyottb-cu3VOW 2EDutAYXOpw8xgK14AsVbHEgZyG5h4mzzwTx7 Scale = 1:19.5 OEFL. in (too) Vdefl L/d PLATES GRIP Vert(LL) 0.04 4-7 >999 360 MT20 244/190 Vert(CT) -0.06 4-7 >951 240 Horz(CT) -0.00 3 n/a Na Weight: 19 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 Do pudins. BOT CHORD, Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.OpsQ h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 psi 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 100lb uplift at joint(s) 4 except 01=11b) 3=104, 2=140. ' 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.' Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd Tampa FL 33610 OWARNING-Vetllydegn,wi.fersend READ NOTES ON MIS AND INCLUDED MITEKREFERANCEPAGEMIA74"mv. faTUXIVIa BEFORE USE. Deslgn valid far use only with MBekID connectors. This design Is based only upon parameters shown, and o for an IntlNldual bulltling component, not ��- a fuss %.stem. Ba'oo use, the bulltling designer mustverfy the appllcoblllN of deslgn parameters and proper' Incorporate Ih6 deslgn Imo the overall bulltling deslgn. Bracing Indicated is to prevent buckling of lndNltlual buss web and/orchard members only. Adtlltlpnal temporary and permanent bracln8 MiTek- Isalway%required for stoblley and to prevent collapse vrm passible personal lnlury and propeM damage. For general guidance regarding the fabrcaron, storage, delNery, erection and bracln8 of busses and truss systems seeAN91/IPIV Cu. thr CM.W. 0 549 and It SI 'ldhrp Compon9nY 6904 Pence East Blvd. Sabty Inlormolbnwolloblefam Tluss Plate Institute, 21B N. Lee Sheet, Suite 312, Aie.oncl VA 22314. Tampa, FL 33610 Job Truss Truss Type Ply T72933195 1159591 EJ01 �ty Jack -Partial 24 1 Job Reference (-optional) tsunaers riminource, rimLL liry,r.ouaeo Scale: 110=1' N0 LOADING last) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.18 4-7 >472 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.66 Ven(CT) -0.21 4-7 >394 240 BCLL 0.0 Rep Stress Incr YES WE! 0.00 Horz(CT) -0.01 3 n/a Na BCDL 10.0 Code FBC2017/TP12014. Matrix-MSH Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.1 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=162/Mechanical, 2=380/0-8-0, 4=79/Mechanical Max Horz 2=219(LC 12) Max Uplift 3=-156(LC 12), 2=-159(LC 12), 4= 6(LC 12) Max Grew 3=162(LC 1),2=380(LC 1), 4=123(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD: Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11: Extra C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and farces 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 20.0psf 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. 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 Ib uplift at joint(s) 4 except (jt=lb) 3=156, 2=159. 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." Michael S. Magid PE No.'53581 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 ®WARNING-VeNty design Paremefers and READ NOTES ON MIS AND INCLUDED Mr KREFERANCE PAGE M147473rev. 1014Ma1SBISFORE USE. Design valid for use only with MQekO connectors, This design Is based only upon parameters shown, and Is for an Individual bulltlln8 component, not ��- a truss system.. Before use, the building designer must verify the opproobllHy of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of lndNlduol hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always real for sfobllify and to prevent collapse with possible personal Injury and property damage. For general guldonce regording the radical storage. dellvery, erection and bracing of trusses and buss systems, seeANSIRPfi Quid Criteria, DSB-89 and SCSI Building Component 690d Parke East Blvd. Safety Informof ondvolloble from Truss Plate Intl ute, 218 N. Lee Sheet, Suite 312, Aexcntlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Y PIY T72933196 1159591 EJ02 Jack -Partial 19 1 Job Reference (optional) Builders Firsi3ource, Plant City, FL 33566 SASS. Sep 15 ZU17 F n, on ,uouaoma, ...- ....,.o„ • • �� •e- • ID:goybrYXGmOmCiAOf PdJ3Vlyottb-YGBGoC3UIVBbBrAC2ZZIOSAV LI12ia3FkOABmmTx5 2 p 0 4-10-8 2-0-0 4-10.8 Scale =1:19.2 4.10-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lob) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.03 4-7 >999 360 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.06 4-7 >999 240 BCLL 0.0 ' Rep Stress [nor YES WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 19lb. FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=104/Mechanical, 2=30910-3-8, 4=51/Mechanical Max Horz 2=164(LC 12) Max Uplift 3=-101(LC 12), 2=-139(LC 12), 4=-2(LC 12) Max Grav 3=104(LC 1), 2=309(LC 1), 4=84(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or4-10-8 oc puffins. BOT CHORD Rigid calling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.OpsQ Ill Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2Jzone;C-C for members and forces & MW FRS 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 20.0psf 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. 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 joints) 4 except at=lb) 3=101, 2=139. 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." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 69D4 Parke East Blvd. Tampa FL 33610 ,&WARNING-Venrytlslgnparemetl and READ NOTES ON THIS AND INCLUDED MITEKNEFENANCEPAGEMp7473mv. 1010.LRp15 BEFORE USE. Design valid for use only wfth M9ekO connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use, me 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 hum web and/or chord members only., Additional temporary and permanent bracing MlTek- Isalwaysrequiredforstabllityantlfopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fcbrlcatlon, storage, delivery, erection and bracing of trusses and from systems, seeANSVIP11 Quality Criteria, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Sal Informal onavalloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Nexcntlrla, VA 22314. Tampa. FL 33610 Job Truss Truss Type Uty Ply T12933197 1159591 HC612 RAFTER TRUSS 34 1 Job Reference (optional) nn 11 nO­A•AO 7rNe Penn1 buxoers mrslbource, t-lam l.11y, rL JJPPP ADEQUATE SUPPORT REQUIRED ID:hPhM5lzDOEUwm4bCOFYMrJyz9d7-1 TleOY46W pGSo7kObH4XyFInihAR1 J Pz2wkNlzwTx4 2-7.13 ATE RT 7ED Scale = 1:9.0 LOADING (Pat) SPACING- 2-0-0 CS'. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 1-2 >999 360 TCDL 7.0 Lumber DOL 1.25 BC 0.00 Ven(CT) -0.01 1-2 >999 240 Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 2 n/a n/a Code F1 /TPI2014 Matdx-P Weight: 4lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structurabwood sheathing directly applied or 2-7-13 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=68/Mechanical, 2=68/Mechanical Max Horz 1=46(LC 8) Max Uplift 1=-46(LC 8), 2=-62(LC 8) FORCES. (lb) -Max Comp./Max: Ten. -All forces 250 (lb) or less except when shown. NOTES- (5) 1) Wind: ASCE 7-10; Vult=160mph:(3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.0ps1; h=18ft; Cat. II; Exp C; Encl.,. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1'.60 2) N/A 3) Refer to girder(s) for truss to truss connections. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 1, 2. 5) "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." Michael S. Magid PE No. 53681 MITek USA, Inc. FL Can 6534 6904 Parke East BNd. Tampa FL 33610 Job Truss Truss Type 1Uty PIY T12933198 I 11! 91 HJ01 Diagonal Hip Girder 4 1 Job Reference (optional) Builders FirslSource, Plant City, FL 33566 Scale: 1/2'=l' 3 4-7-0 2.4-1 12.11-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TIC 0.70 Vert(LL) 0.24 6-7 >487 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.33 6-7 >357 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.11 Horz(CT) 0.00 5 1 n1a BCDL 10.0 Code FBC2017ITP12014 Matrix-MSH Weight: 41 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.2 REACTIONS. (lb/size) 4=166/Mechanical, 2=463/0-10-15, 5=237/Mechanical Max Horz 2=253(LC 22) Max Uplift 4=-154(LC 4), 2=-309(LC 4), 5=-108(LC 8) Max Grav 4=166(LC 1), 2=463(LC 1), 5=250(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-770/273 BOT CHORD 2-7=-355/576, 6-7= 355/576 WEBS 3-7=-92/491, 3-6=-687/424 NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=181t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pet bottom chord live load nonconcurrent with any other live loads. 3) ' 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 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 (it=lb) 4=154, 2=309, 5=108. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 103111 up at 1-4-15, 103 lb down and 103 lb up at 1-4-15, 101 lb down and 44 It, up at 4-2-1 S. 101 Ito down and 44111 up at 4-2-15, and 641b down and 106111 up at 7-0-14, and 64111 down and 106 lb up at 7-0-14 on top chord, and 451b down and 75 lb up at 1-4-15, 45 lb down and 75 lb up at 1-4-15, 35 Ito down and 2lb up at 4-2-15, 351b down and 2 lb up at 4-2-15, and 50 Ib down and 17111 up at 7-0-14, and 501b down and 17 to up 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 (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 (plf) Vert: 1-4— 54, 5-8=-20 Concentrated Loads (Ib) Vert: 6=49(F=-25, B_ 25) 11=49(F=24, B=24) 13=-63(F=-31, B=-31) 14=70(F=35,.B=35) 15=4(F=2, B=2) Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 QWARNING - Verily CesignpemmeteraenEREAD NOTES ON MIS AND INCLUDED MREKITEFEFANCEPAGEMN-7423iI I&MIc O1SSEFONEUSE 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 truss system. Before use, me building designer must verify the appicablllty, of design parameters and propery Incorporate Mls 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 stoblllty, and to preventcollapse with possible personal injury and property damage. For general guidance regarding the fabrimfion, storage, delivery, erection and bracing of trusses and truss systems, seeANSU1Pi1 Qua[ Bv Criteria, DSB.69 and BCSI Building Component 6904 Parke East Blvd. Safety Informutionovallable from Truss Plate Institute, 21 B N. Lee Sheet, Sul}a 312, Alexantlrla. VA 22 14, Tampa, FL 33610 Job Truss Truss Type City PIY T72933199 1159591 HJ02 Diagonal Hip Girder 4 1 FJbeference o tonal 8P 1 Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MITek Indusines, Inc. Thu Jan 11 08:54:51 201 age ID:goybrYXGmOmCiAOfPdJ3Vlyottb-zdORD6N10WA21unjh7714o3aWGlvxphOMPrSBz Tl2 Scale = 1:18.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(-L) -0.22 4-7 >369 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OA9 Vert(CT) -0.25 4-7 >320 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 2 ala n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 261b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=137/Mechanical, 2=339/0-4-9, 4=54/Mechanical Max Tom 2=199(LC 22) Max Uplift 3_ 115(LC 8), 2=-253(LC 4) Max Gmv 3=137(LC 1), 2=339(LC 1), 4=104(LC'24) FORCES. (Ib) -Max. CompdMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. 11; Exin C; Encl., GCpi=0.18; MW FRS (envelope); 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 1001b uplift at Joint(s) except (jt=lb), 3=115, 2=253. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 103 Ib up at 1-4-15, 103 Ib down and 103 lb up at 1-4-15, and 101 lb down and 44 lb up at 4-2-15, and 101 Ila down and 44 lb up at 4-2-15 on top chord, and 45 lb down and 75 lb up at 1-4-15, 45 lb down and 75 lb up at 1-4-15, and 35 lb down and 2 lb up at 4-2-15, and 35 Ila down and 21b up 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, 4-5=-20 Concentrated Loads (lb) Vert: 8=49(F=24, B=24) 10=70(F=35, 8=35) 11=4(F=2, B=2) Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Ceti 6634 69D4 Parke Seat Blvd. Tampa FL 33610 ,&WARNING - Verlfydeslgnparamefenend READ NOTES ON MIS AND INCLUDED MITEKREF£RANCEPAGEMIPZMI v, IQ=?0158EFONE USE. Deslgn valld for use only with MnekO connectors. This design Is based only upon parameters shown, and is for on Indlvitlual bulltling component, not ��- a truss system. Before use. the building designer must verity the appllcablllty of design parameters and properly Incorporate this deslgn 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 M)Tek' Is always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSUfpll CualBv Criteria, DS349 and SCSI Buiding Component 6904 Parke East Blvd. Safety Infonnationavollabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexantlrla, VA 22 14, Tampa, FL 33610 Job Truss Truss Type Uty T12933200 1159591 T01 Hip Girder 2 ply 2 Job Reference (optional) nunaers nrsraource, narn ury, rL uuaoo w b' 5x6 = Soo 12 3 2x4 II 3xB = 3x6 = 3,8 = 18 19 4 20 21 22 5 6 23 724 25 26 5x6 = 8 4x6 G 4x6 = SxB = LJ V V y' See = L V V 2.4 11 V_ 46 = 4x6 O 2x4 11 5x8 = 7-0.0 12.6-14 18-0.0 23-5-2 29.0.0 3fi-0.0 zn-n Scale=1:65.4 Old Plate Offsets (X Y)-- [2:0-3-14 0-1-13] [3'0-3-0 0-2-01 [8:0-3-0 0-2-0] [9:0-3-14 0-1-131 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.38 14 >999 360 MT20 .244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.64 Vert(CT) -0.48 14 >890 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.11 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight:.412 lb FT=20% LUMBER - TOP CHORD 2x4SP No.2 BOT CHORD 2x6SP No.2 WEBS 2x4 SP No.3 REACTIONS, (lb/size) 2=2733/0-8-0, 9=2734/0-8-0 Max Horz 2=-92(LC 25) Max Uplift 2=-1586(LC 8), 9=1586(LC 9) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-3-5 Do puffins. BOT CHORD Rigid ceiling directly applied or 7-11-11 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5197/3132, 34=-4608/2868, 4-5=-7300/4536, 5-7=-7300/4536, 7-8=4609/2869, 8-9=-5198/3133 BOT CHORD 2-17=-2729/4533, 15-17= 4075/6676, 14-15=4075/6676, 13-14=-4040/6678, 11-13=404016678, 9-11=-2674/4534 WEBS 3-17=-941/1779, 4-17= 2506/1630,4-15=-29/457,4-14=472f758, 5-14=-559/512, 7-14= 470/756,7-13=-29/457, 7-11=-2507/1631, 8-11= 941/1780 NOTES- (10) 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chards connected as follows: 2x4 -1 row at 0-9-0 Do. Bottom chordsconnected as follows: 2x6 - 2 rows staggered at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 00. 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: ASCE7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opst h=1 Btt; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope);. Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. E) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.01 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 01=11b) 2=1586, 9=1586. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244111 down and 317lb up at 7-0-0, 108 Ib down and 158 Ib up at 9-0-12, 1081b down and 158 lb up at 11-0-12, 108 lb down and 158 lb up at 13-0-12, 108 lb down and 158 Ib up at 15-0-12, 10816 down and 158 Ib up at 17-0-12, 108 lb down and 158 lb up at 18-114, 108 Ib down and 158 Ito up at 20-11-4, 108 lb down and 1581b up at 22-114, 108 Ito down and 158 Ib up at 24-11-4, and 108 lb down and 158 lb up at 26-114, and 244 lb down and 3171b up at 29-0-0 on top chord, and 286 lb down and 162 Ib up at 7-0-0, 83 lb down and 26 Its up at 9-0-12, 83 Its down and 26 Its up at 11-0-12, 83 Ito down and 26 Its up at 13-0-12, 83111 down and 26 Ib up at 15-0-12, 83 Its down and 26 Its up at 17-0-12, 83 Its down and 26 Ib up at 18-11-4, 83 lb down and 26 Ito up at 20-114, 83 Ib down and 26 Ib up at 22-114, 83 lb down and 26 Ib up at 24-114, and 83111 down and 26 lb up at 26-114, and 286 lb down and 162 Ib up at 28-11-4 on. Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Can 6634 69D4 Parka East Blvd. Tampa FL 33610 r, minuea on page z -WARNING-Verily design varemerers and HEAD NOTES ON THIS AND INCLUDED MNEKHEFERANCE PAGE MX74M re¢ faTSIADIS BEFORE USE. Ddi valid for use only with MiTek® connectors. This design 6 based only upon parameters shown, and Is for an Individual building component, not ��� Milk a truss system. Before use, Me building designer must verify the opplicabillty 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., Addiflonal temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding The. fabrication, storage, Sofoty Informatbrpvalllllable from Truss Plato institutction and e, 218 N. Lee Street, of trussas and truss Sul a 312, Alexandria, a,, VVua]A 22y14.Me� DSB419.antl BCSI BUYtlbD Component 6904 Tampa. FL 336f 0Ivtl. Job Truss Truss Type ©ty Ply T12933200 1159591 T0t Hip Girder 2 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33556 o.mos Sup Z. a a.. ..... •..y..- ID:goybryXGmOmCiAOf PdJ3Vlyottb-rc6vGb9t5fObXwCVyXBxCwyll7aXrejHL_N2bymTx_ 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 coda." LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert:. 1-3=-54, 3-8=-54, 8-10=-54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-197(B) 6=-108(B) 8=-197(B) 17=-267(B) 11=-267(B)18=-108(B)19=-108(B)20=-108(B)21— 108(B)22=-108(B)23— 108(B) 24=-108(B)25_ 108(B) 26=-108(B)27=-59(B) 28=-59(B) 29=-59(B) 30=-59(B) 31=-59(B) 32=59(B)33=-59(B) 34=-59(B)35=-59(B) 36- 59(B) Job Truss Truss Type ©ty Ply T72933201 1159591 T02 Hip 2 1 Job Reference a tonal Budders HrstSOurce, rlam ally, rL JJOisO Scale = 1:65.4 6x8 4 20 II 5 2x4 II 5x8 = Sera = 6 7 8 4x6 G 4x6 =. 5.8 = 46 = 4x6 = 5x8 =. 46 = 4x6 Q LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Valet Lid PLATES GRIP TCLL 20.0 Plate Grip, DOL 1.25 Tic 0.93 Vert(LL) 0.3014-15 >999 360 MT20 '244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.39 14-15 >999 240 BCLL 0.0 ' Rep Stress Incr ' NO WS 0.90 HOrz(CT) 0.07 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 217lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 3-2-6 cc pudins. 4-7: 2x6 SP M 26, 7-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-0-14 cc bracing. BOT CHORD 2x6 SP M 26 WEBS 2x4 SPNo.3 REACTIONS. (Ib/size) 2=1685/0-8-0, 10=1685/0-8-0 Max Horz 2=-112(LC 10) Max Uplift 2=-666(LC 9), 10= 666(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2920/2517, 3-4=-2727/2398, 4-5= 3341/3014, 5-6=-3340/3013, 6-8=-3341/3014, 8-9=-2727/2398, 9-10=-2920/2517 BOT CHORD 2-17=-1984/2526, 15-17=-1733/2400, 14-15= 2581/3340, 12-14— 1766/2401, 10-12=-2028/2526 WEBS 3-17=-166/338, 4-17=-114/251,4-15=-115311415, 5-15=-457/517,,6-14=-458/518, B-14=-115211414, 8-12=114/252, 9-12=165/337 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)zone;C-C for members and forces & MW FRS for reactions shown; Lumber D0L--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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except gt=lb) 2=666, 10=666. 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." -LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-8— 54, 8-11=-54, 2-15=-20, 14-15=-80, 10-14= 20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd: Tampa FL 33610 ,&WARNING-Verlryda.19h eremererseAd BEAD NOTES ON THIS AND INCLUDED MITEKREFERANCE PAGE MIF74".. IOMIef6 BEFORE USE. Design valid for use only wlth Mpek+81 connectors. This design Is based only upon parameters shown, and Is for an Individual bullding 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 bulldingdeslgn. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.. Additional temporary and permanent bracing I elk Welk' Is always required for stability and to preventcollapse whh possible personal Injury andproperty damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANM/IPII DualCdfeda, DSB-59 and BCSI Bull Component 690a Parke East Blvd. Safety Infarmationovollabie from Truss Plots Institute, 218 N. Lee Sheet, Suite 312, Alexondtlo. VA 2all 4. Tampa, FL 33610 Job Truss Truss Type CNy PITJob T72933202 1159591 T03 Hip 2 Reference o banal Builders FirstSource, Plant City, FL 33566 8.130 s ODD 15 2017 Inc. Thu Jan 11 08:54:57 m d' 6x8 = 2x4 11 2x4 11 SO = 4x6 i 4x6 = axe = 46 = 4x6 = 5x8 = 4x6 = 4xB Scale=1:65.4 m 014 7-5-13 i 7-5-03 13-11-B 6.5-71 2'1-D-tl 8-1-0 ea-e-a fi-5-11 as-uu 7-5-13 Plate Offsets (X Y)-- [2:0-4-8 0-1-9] (4.0-4-0 0-1-151 p:0-4-0 0-1-15] [9:0-4-6 0-1-91 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:85 Vert(LL) 0.26 13-14 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.3313-14 >999 240 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 Holz(CT) 0.06 9 1 n/a BCDL 10.0 Code FBC2017/TP12014 Matnx-SH Weight: 22016 FT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 4-7: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-15 oc puffins. BOT CHORD. Rigid ceiling directly applied or 6-9-14 oc bracing. REACTIONS. (Ib/size) 2=1685/0-8-0,9=1685/0-8-0 Max Hom 2=133(LC 11) Max Uplift 2=-684(LC 12),.9=-684(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-2901/2462, 3-4=-2838/2699,4-5=-2728/2553, 5-6=-2726/2551, 6-7=-2728/2553, 7-8=-2838/2699, 8-9=-2901/2461 BOT CHORD 2-16= 1896/2494, 14-16=-1648/2277, 13-14=-2038/2726, 11-13=-1663/2277, 9-11=-1942/2494 WEBS 3-16=-255/500,4-16=-513/440,4-14=-846/1127, 5-14=-497/509, 6-13=-497/510, 7-13=-846/1127,7-11=-513/440, 8-11=-255/500 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=18tt; Cat. 11; Exp C; Encl.,. GCpi=0.18; MWFRS (envelope) and C-C Extedor(2)'zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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 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, with BCDL = 10.01 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 2=684, 9=684. 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." -LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 4-7=-54, 7-10=-54, 2-14=-20, 13-14=-80, 9-13=-20 Michael S. Magid PE No. 53681 MITek USA, Inc. FL Cent 6634 59N Parke East Blvd. Tampa FL 33610 O WARNING- yetUy Oealgn parAmeteraend READ NOTES ON THISANU INCLUDED MITEKREFERANCEPAGEMsil ree IM32015 BEFORE USE. De sin valid for use only with MBek® 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 oppllcablllty 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 wlth possible personal Injury and property damage. For general guidance regarding the' fabrication, storage. delivery, erectlon and call of trusses and truss systems, seeANSVIPII Quality C01eAo. Dill and BCSI Bull Component 6904 Perko East BNa. Safety Informafteravallable from Truss Plate InstlMe, 218 N. Lee Street, Sure 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T72933203 1159591 T04 Hip :::7 1 ' Job Reference o tional BUIIdefS FlrSiSDUrrR, Plant Glly, FLJJaaa _ _._6°Y'_ _ _---- _iii____-------.._.._... _�.�.,... d' 3x6 4x10 MT20HS 6.00 12 3x6 II 4x10 MT20HS� 5 6 7 8 5x6 = 2x4 I 5x6 = 4x6 = 46 = Sx8 = 2x4 11 Sx6 = Scale = 1:66.6 m 2 Ib 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 NO Code FBC2017frP12014 CSI. TIC 0.87 BC 0.97 WB 0.47 Matrix-SH DEFL. in (too) Udell Lid Vert(LL) 0.43. 15-16 >988 360 Vert(CT) -0.55 15-16 >778 240 Horz(CT) 0.09 11 rda Na PLATES GRIP MT20 '244/190 MT20HS 187/143 Weight: 2071b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-7 oc pudins. 5-8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 5-1-5 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 MITek USA, Inc. FL Can 6634 REACTIONS. (lb/size) 2=1685/0-8-0, 11=168510-8-0 6904Parke East Blvd. Max Hoe 2=152(LC 11) Tampa FL 33610 Max Uplift 2=-705(LC 12)„11=-705(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -AII forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2897/2488, 3-5= 2484/2269, 5-6=-2179/2134, 6-7=-2179/2134, 7-8=-2179/2134, 8-10=-2484/2269, 10-11=-2897/2488 BOT CHORD 2-18=-1917/2487, 16-18— 1917/2487, 15-16=-1541/2179, 13-15=-1964/2487, 11-13=4964/2487 WEBS 6-16=461(717,7-15=-461F716,3-16=-467/491, 10-15=-467/491 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlerior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) 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, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=705, 11=705. 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 (plf) Vert: 1-5= 54, 5-8= 54, 8-12=-54; 2-16=20, 15-16= 80, 11-15=-20 Q WARNING -VeNly deslgnparamefersand NEAG NOTES ON MIS AND INCLUDED AINEKREFERANCE PAGEMIF7475 rev. 100 015BEFOREUSE. Design valid for use only with MOekw connectors, This design is based only upon parameters shown, and is for an Individual bulding 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 IndNltlual truss web and/or chord members only, Addiflonal temporary and permanent bracing WOW Is always required for stoblllry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcallon, storage, delivery, erection and bracing of trusses and truss systems. seeAN51/iP11 CualNy Cfftda, DS949 and BCSI Building Component 6904 Parke East Blvd. Safety Infonnalbnavallable from Truss Plate Institute. 218 M Lee Street Suite 312, Alexontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T12933204 1159591 T05 Hip 1 1 Jab Reference o tional Builders FirstSource, Vista Ully, t-L JJbi b' 3x6 = 6.00 12 3x4 G 2x4 11 3x6 — 3x4 C 6 7 8 4x6 G 2x4 II 410 MT20HS= 4x6 = 2x4 11 46 C 46 = 410 MT20HS= Scale=1:66.2 LOADING (psi) 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 Mar NO Code FBC2017/TP12014 CSI. TC 0.81 BC 0.37 WB 0.59 Matrix-SH DEFL. in (loc) Vdefl Ud Ven(LL) -0.29 17-19 >999 360 Ven(CT) -0.39 17 >999 240 HoR(CT) 0.06 12 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 213 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-3-13 oc puriins. 1-4,10-13: 2x4 SP No.1 BOT CHORD. Rigid ceiling directly applied or 6-11-11 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-9 WEBS 2x4 SP'No.3*Except• Michael S. Magid PE No. 536BI 5-9: 2x4 SP No.2 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd.. REACTIONS. (lb/size) 2=1685/0-8-0, 12=1685/0-8-0 Tampa FL 33610 -Max Horz 2=175(LC 11) Max Uplift 2=-725(LC 12), 12=-725(LC 13) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2912/2532, 3-5=-2458/2272, 5-6=-551/528, 6-7=-505/481, 7-8=-505/481, 8-9=-551/528,9-11=-2458/2272,11-12=-2912/2532 BOT CHORD 2-19=1966/2510, 17-19=-1966/2510, 16-17=-1506/2122, 14-16=-2013/2510, 12-14= 2013/2510 WEBS 3-17=-582/588, 5-17=-5187784, 9-16=-5187784, 11-16=582/588, 5-20=-1676/1706, 9-20=-1676/1706 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18f1; Cat. II; Exp C; Encl., GCpi=0.18: MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi 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 270-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of miss to bearing plate capable of withstanding 100Ile uplift at joints) except Qt=11b), 2=725, 12=725. 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: 1-6— 54, 6-8=-54, 81 2-17= 20, 16-17=-80, 12-16— 20 ,&WARNING-Verifyb'eslgn evameteraend READNOTES ON TNISANDINCLUDEDMITEKREFERANCEPAGEMIF7473rev. 10/22Q1iSBEFORE USE Design valid for use only with MBelt® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a buss system. Before use, the building designer must verifythe 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 membersonly. 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, deliverry erection and bracing of busses and truss systems seeANS171P11 GualMMyy C1BBAa, DSB-89.and 11i BuBding Component 6904 Parke East Blvd. Safety Infarmotbn cvolloble from Truss Plate Institute. 218 N. Lee Street Suite 312, Nexontlrlo. VA 22314, Tampa, FL 33610 Job Truss Truss Type ' sty Ply T72933205 1159591 T06 Hip 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 a.1au a Sep 15 2017 mi ex inuusmes, nm. rim am, 11 08:55:0 ,.ro Page , I D:goybrYXGmOmCiAOfPdJ3Vlyottb-gmTAxeDehVmlFr<IoILRBCggYcmFEpAjwgNncmTwu 19-0-0 -2-0-0 { ]-5-13 1&11-e 17- 11800 22-08 27-00-0 2-0-0 7-513 AN21i 30-8 1-0-01-0-0 3-0-8 5-9-9 m d 3x4 = 2x4 11 3x4 = Ann F1—P 6 7 B 4x8 i 2x4 II 7x10 WB= 6x8= 1.5x8 STP= 3x4 = 3x6 11 Scale = 1:59.2 LOADING (Pat) 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 Inor NO Code FBC2017/TPI2014 CSI. TC 0.71 BC 0.72 WB 0.93 Matrix-SH DEFL- in (loc) Udefl Lld Vart(LL) 0.70,13-15 >470 360 Vert(CT)-0.8813-15 >375 240 Horz(CT) 0.03 11 Na n/a PLATES GRIP MT20 244/190 Weight: 1811b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 31 'Except' TOP CHORD Structural wood sheathing directly applied or 5-0-10 oc pudins, 6-8: 2x4 SP No.2 except end verticals. BOT CHORD 2x6SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 16 3-13,5-9: 2x4 SP No.2, 10-12: 2x4 SP No.1 OTHERS 2x4 SP No.3 Michael S. Magid PE No. 536B1 MiTek USA, Inc. FL Can 6634 REACTIONS. (lb/size) 2=1321/0-8-0,11=1331/0-6-0 6904 Parke East Blvd. Max Horz 2=336(LC 12) Tampa FL 33610 Max Uplift 2=-599(LC 12), 11=-536(LC 13) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2228/1907, 3-5=-1441/1333, 5-6=-295/319, 61 7-8=-247/345, 8-9=-362/378,9-10=-1370/1280, 10-11— 1576/1497 BOT CHORD 2-15=-1869/1914, 13-15= 1869/1914, 12-13=-1059/1227 WEBS 3-15=-193/439, 3-13=868/939, 5-13=-186/453, 9-12=-52/282, 10-12=-1333/1567, 5-16=-1015/1069,1015/1069 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; ISit; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone:CFC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water Dancing. 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, with BCDL = 10.Opsf. 16) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at --lb) 2=599, 11=536. 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." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-8=-54, 6-8=-54, 8-10=-54, 2-13=-20, 12-13=-80, 11-12=-20 AWARNING -VerlNdesl9nparamefersandREADNOTESONTNLSANDINCLUDED M/rEKREFERANCEPAGEM/47473nn&1N0Y10f5BEFOREUSE. Design valid for use only with M9eka+ connectors. This design Is based only upon parameters shown, and Is for an Individual building component not �� a Isystem, Before use, the building designer must verity the appllcali of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of individual huss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and huss systems, seeANSUfP1i CuolNv CMala, DS349 and BCSI Building Component 6904 Parke East Bivd. Sally Informaaorlovalloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexantlrlo. VA 22 14. Tampa, FL 33610 Job Truss Truss Type Oly Ply T12933206 1159591 T07 Common 1 1 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 0 4x6 i 2x4II 7x1a WC= 3x4 = n.rausaep wzov 4x6 = 6xB = age. cs_EusVpa_Plgayw7 hwJyaZwJ2mTwt 1.5x8 STP= 3x6 II Scale=1:60.2 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 NO Code FBC2017lrP12014 CSI. TC 0.77 BC 0.84 WB 0.94 Matrix-SH DEFL. Vert(LL) Vert(CT) Hoa(CT) in (loc) Well L/d 0.7311-13 >449 360 -0.9011-13 >364 240 0.03 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 182 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc purlins, 4-6: 2x4 SP No.2 except end verticals. BOT CHORD M SP M 26 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP'No.3*Except* JOINTS 1 Brace. at Jt(s): 14 3-11,5-7: 2x4 SP No.2, 8-10: 2x4 SP No.1 Michael S. Magid 3581 OTHERS 2x4 SP No.3 1, ert 634 USA, Inc. den 6634 Blvd. 6904 Parke East BNtl. 6904 REACTIONS. (lb/size) 2=1321/0-8-0,.9=133110-6-0 Tampa FL 33610 Max Horz 2=345(LC 12) Max Uplift 2=-603(LC 12), 9=-550(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2228/1917, 3-5=-1440/1340, 5-6=-265/292, 6-7=-324/341, 7-8=-1401/1294, 8-9=-1599/1514 BOT CHORD 2-13=-1877/1944, 11-13=-1877/1944, 10-11=-1070/1256 WEBS 3-13=-204/44613-11=-860/934, 5-11— 163/432, 7-10=-44/308, 8-10=-1347/1603, 5-14— 1034/1124, 7-14=-1034/1124 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Ops1; h=18f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2).zone;C-C for members and forces 8 MW FRS 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10,Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except Ot=lb) 2=603, 9=550. 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." -LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-6=-54, 6-8=-54, 2-11=-20; 10-11=-80, 9-10=20 Jab Truss Truss Type - Oty Ply T12933207 1159591 To8 Common 9 1 Job Reference (optional) Builders FindSource, Plant City, FL 33566 u.13U a Sep 1 S 20 in.. Tin, jwI l l 05;55;03 3x8 i 46 — 6.00 FIT 2x4 II 7x10 WB= 3x4 = 6x8 = 1.5x8 STP= 3x6 II 7-5-13 13-17-8 22-0.8 27-10-0 7-5-13 ~ 63,11 8.1.0 - - - - --- 5-9-8 Scale = 1:58.6 Plate Offsets(X`)-- r1'0-2-100-1-el [3:0-3-OEdgel [8:0-4-80-1-e1 [9:0-3-80-4-01 -- LOADING (psf) SPACING- 2-0-0 CSI. :DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(LL) 0.74 10-12 >445 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.91 10-12 >361 240 BCLL 0.0 Rep Stress lncr NO WB 0.94 Horz(CT) 0.03 a n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 1781b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD 3-5: 2x4 SP No.2 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 *Except* JOINTS 2-10,4-6: 2x4 SP No.2, 7-9: 2x4 SP No.1 OTHERS 2x4 SP No.3 REACTIONS. (I c/size) 1=1190/0-8-0, 8=1337/0-6-0 Max Horz 1=302(LC 12) Max Uplift 1=-523(LC 12), 8=-554(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2271/1978, 2-4=1448/1352, 4-5=-267/295, 5-6=-328/346, 6-7=-1407/1304, 7-8=1605/1525 BOTCHORD 1-12=-1933/1971,10-12=-1933/1971,.9-10=-1080/1260 WEBS 4-10=-173/435, 2-10=-898/988, 2-12=-248/454, 6-9=-44/309, 7-9= 1359/1609, 4-13= 1035/1128, 6-13>1035/1128 Structural wood sheathing directly applied or 3-10-4 oc pur ins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 13 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=16tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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, with BCDL = IO.Opst. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 1=523, 8=554. 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 Tot 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: 1-5=-54, 5-7=-54, 1-10=-20; 9-10=-80, 8-9=-20 Michael S. Magid PE. No. 53581 MITek USA, Inc. FL Celt 6634 6904 Parke East Blvd: Tampa FL 33610 Job I russ I russ I ype My Ply T12933208 1159591 T09 Common 1 1. Job Reference (Optional) Builders FlrstSaurce, Plant City, FL 33566 FASTEN TRUSS TO GRAVITY UPLIFT REACTION SHOWN WHILE PERMITTING NO UPWARD MOVEMENT OFTHE BEARING. 6x8 = 43 = 6.00 F12 11 -P= 3x6 II Scale=1:68.7 LOADING (Pat) SPACING- 2-0-0 CS'. DEFL. in (]cc ) Udell L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.73 Verl(LL) 0.2210-11 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.2810-11 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WE 0.72 Horz(CT) 0.01 9 n/a We BCDL 10!0 Code FBC2017/TP12014 Matrix-SH Weight: 181 Ib FT=20% LUMBER- BRACING - TOP CHORD. 2x4 SP No.2 TOP CHORD Sheathed or 4-7-12 cc puffins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-13 cc bracing. WEBS 2x4 SP No.3 *Except* JOINTS 1 Brace at Jt(s): 14 &13: 2x4 SP M 31, 5-7: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1=-533/Mechanical, 13=204810-8-0, 9=1032/0-6-0 Max Horz 13=302(LC 12) Max Uplift 1=-702(LC 23), 13=-119O(LC 12), 9=474(LC 13) Max Grav 1=478(LC 12), 13=2181(LC 19), 9=1053(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1507/1806, 2-3=-1354/1805, 3-5=-1029/874, 5-6=-275/290, 6-7=-286/300, 7-8= 948/867, 8-9=-1109/1041 BOTCHORD 1-13=-1571/1431, 11-13=-298/320, 10-11=-672/804 WEBS 2-13=-182/307, 5-11=-56/258, 3-11=-438/805, 3-13=-2398/2118, 8-10=-82211004, 5-14=-667/744, 7-14=-667/744 NOTES- (8) 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces B.MI 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 fast 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 3-6-0tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Peter to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70211b uplift at joint 1, 11901b uplift. at joint 13 and 474 lb uplift at joint 9. 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: 1-6=-54, 6-8=-54, 1-11=-20, 10-11=-80, 9-10= 20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 AWARNING-VeritydesignParamafersandREADNOTESONTHISANDINCLUDEDMITEKREFERANCEPAGEMIP747area,l002/2015BEFOREUSE. Design void for use only with MRek® connectors. This design S based only upon parameters shown, and Is for an Individual bulltling component, not a truss system. Before use, the bulltling designer must veiify.Me applicablllty of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of lndNldual buss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobllity and to prevent collapse with possible personal Injury and property damage, For general guldonce locartling the fabrication, storage, dot tery, erection and bracing of trusses and truss systems, senjusir PII CuaiHy Criteria, Drill and BCSI Building Component 6904 Parke East Blvd. Safety Inter nationavolloble from Truss Plots Institute, 218 N. Lee Sheet, Suite 312, Alexontlrl¢ VA 22314. Tampa, FL 33610 o russ russ Type ty Y T12933209 1159591 T10 Hip 1 1 Job Reference o tional Guilders FkstSource, Plant City, FL 33566 8.130 a Oct 7 2017 MiTek Industries, Inc. Thu Jan 11 13:50:322018 Pagge 1 ID:goybrYXGmOmCiAOf PdJ3Vlyonb-TaL?y0gorxpEEmyUe83TezYGrULfIY78wOcG2zwOU5 19-0-0 4-4-0 7-7-9 13-11-6 { R-60 18-0T 22-0d 9.10-0 4 4-e 3-3-9 8-3-15 3 0-8 1-0-0 1-0-0 3-0-6 5-9-8 3x4 = 2.4 11 6.00 12 3x4 = 6 7 8 3x11 Scale = 1:57.1 FASTEN TRUSS TO BEARING FOR THE 46 = t.5x8 STP= GRAVITY UPLIFT REACTION SHOWN 1.SxB STP= 3x4 = 3xd = WHILE PERMITTING NO UPWARD 6x8= 3x611 MOVEMENT OF THE BEARING. 4-4-0 13-11-8 22-0-8 27-10-0 4.4.0 9-7-B 8-1.0 Sir Plate Offsets(XY)-- 11:0-0-11 Edgel I6:0-2-00-2-8118:0-2-00-2-81111:0-4-40-1-81 f15:0-3-80-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.22 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.28 12-13 >999 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.71 Horz(CT) 0.01 11 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 180 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4SP No.2 TOP CHORD Sheathed or 4-7-11 oc pudins, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-6-9 oc bracing. WEBS 2x4 SP No.3 "Except' JOINTS 1 Brace at Jt(s): 16 3-15:2x4 SP M 31, 5-9: 2x4 SP No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 1— 533/Mechanical, 15=2048/0-8-0, 11=1032/0-6-0 Max Hom 15=293(LC 12) Max Uplift 1=-708(LC 23), 15=-1170(LC 12), l l=-466(LC 13) Max Grav 1=465(LC 12), 15=2190(LC 23). 11=1035(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 1-2=-1501/1820, 2-3=-1349/1819, 3-5=-1003/867, 5-6=-299/312, 6-7=-220/314, 7-8=-220/314, 8-9=-309/322, 9-10=-937/860, 10-11_ 1093/1035 BOT CHORD 1-15=-1584/1426, 13-15= 298/319, 12-13=-664/799 WEBS 2-15=-181/305, 3-15=-2359/2110, 3-13=-429/785, 10-12=-811/995, 5-16>663/705, 9-16=-663/705 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1 Sit; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 fast bottom chord live load nonconcurent 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= 10.0psf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 7081b uplift at joint 1, 1170 lb uplift at joint 15 and 466 lb uplift at joint 11. 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 (pit) Vert: 1-6=-54, 6-8=-54, 8-10=-54, 1-13=-20, 12-13=-80, 11-12=-20 Michael S. Magid PE No. 536B1 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 AWARNING-virdlydeafgnpemmefersandRErIDNOTESONTHISANO/NCLUBEOMREKREFERANCEPAGEMIFT473mv IoOS2015BEFORE USE . Design volid for use only with MFek® connectors. This design Is based only upon parameters shown, showand Is for an Individual building component, not a fuss system. Before use, the building designer must verify)he appllcabllBy, of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to preventcollapse with possible personal Injury and property damage, For general guidance regarding Me fabrication, storage, delivery, erection and bracing of Trusses and fuss systems, seeANSVIPtt Qualfly CrBiall PS0419 and BCBI Building Component 6904 Parke East Blvd. Safety Informationavallable from rmss Plate Institute, 218 N. We Street Suite 312, Alexondric, VA 22314. Tampa, FL 33610 o russ was Type y Y T12933210 1159591 Tll Hip 1 1 Job Reference (optional) Builders FimtSouroa, Plant ally, FL 33555 6.00 F12 3z4 = 2z4 11 3.6 = 5x6 3x4 i 3xl2 Scale=1:51.9 FASTEN TRUSS TO BEARING FOR THE 1.5z8 STP= 4z6 = 3z4 = 3x4 = 1.5x8 STP= GRAVITY UPLIFT REACTION SHOWN I 3x611 WHILE PERMITTING NO UPWARD MOVEMENT OF THE BEARING. 4.4.0 13.11-8 22-0.8 27-1%0 44.0 9-7-B B-1-0 I 5-9.8 Plate Offsets(XY)-- [1:0-0-11Edee1 [6.0-2-00-2-81 [8y-3-00-2-01 [11:04-40-1-81 [150-3-80-4-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.22 12-13 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.80 Vert(CT) -0.2812-13 >999 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO W B 0.69 Horz(CT) 0.01 11 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight 178lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3*Except* 3-15: 2x4 SP M 31, 5-9: 2x4 Be No.2 REACTIONS. (lb/size) 1=-540/Mechanical, 15=2056/0-8-0, 11=1031/0-6-0 Max Harz 15=274(LC 12) Max Uplift 1=-684(LC 23), 15=-1100(LC 12), 11= 441(LC 13) Max Grav 1=416(LC 12), 15=2188(LC 23), 11=1031(LC 1) BRACING - TOP CHORD Sheathed or4-7-11 old purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-7-10 oc bracing. WEBS 1Row at midpt 5-9 Mil recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max.. Ten. .-All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1501/1769, 2-3=-1349/l769, 3-5=-955/852, 5-6=-411/346, 6-7=-372/294, 7-8=-372/294, 8-9=435/355, 9-10=-935/847, 10-11=-1092/1020 BOT CHORD 1-15=-1539/1426, 13-15=-289/273, 12-13=-651/797 WEBS 2-15=-181/306,3-15=-235B/2097, 3-13=424/765, 10-12=-795/992, 5-16=-640/630, 9-16=-640/630 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=3.Opsf; Ir lBft; Cat. 11; Exp C; Encl., GCpi=0.18; Mill (envelope) and C-C Extenor(2)zone;C-C for members and fames& MW FRS for reactions shown; 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 psi 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) Refer to girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 6841b uplift at joint 1, 110016 uplift at joint 15 and 441 lb uplift at joint 11. 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: 1-6=-54, 6-8=-54, 8-10=-54, 1-13=-20, 12-13=-80, 11-12=-20 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 O WARNING -Vcrlry tleslgn paremefera and READ NOTES ON MIS AND INCLUDED MOEK REFERANCE PA BE MIP74M 110032015 BEFORE USE. Design valid for use only with MITek® connectors, This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a truss system, Before use, the building designer must verify fine applicability of design parameters and properly Incorporate this design Into fine overall building tleslgn. Bracing lndIcated is to prevent buckling of Individual hues web and/or chord members only., Additional temporary and permanent bracing MiTek' Is alwaystecidred for slablllty and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the MMo, OSa49 and BC51 BUSdYrp Complainant Blvd. Safety lnromsafbfpwlllable from Truss Plate Institute. 218 N. Lee Sheet. Suite 312. AleaontlAai. VGA 22314 Tampa, FL 33610 Job Truss Truss Type Oty Ply T12933211 1159591 T12 Hip Girder 1 1 Job Reference o banal nulloers rlrardource, rranl Illy, r .... 6.00 F12 6x8 = 2 10 ID:goybrY%GmOmCiA01PdJ3V lyottb-z7Op?l J11 eflavh2Dmw_Dg?rU M 2.4 11 6x8 = 11 12 3 13 14 15 4 Scale = 1:40.3 5x6 = 16 17 B 18 19 20 21 22- 23 24 Sx6 = 3x8 II 4z6 = 4x12 = 3x8 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FBC2017rrP12014 CSI. TC 0.81 BC 0.81 W B 0.96 Matrix-SH DEFL. in Ved(LL) 0.28 Vert(CT) -0.27 Horz(CT) 0.06 (too) Vdefl Lid 7 >999 360 7-9 >999 240 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 138 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied or 3-0-1 oc pudins. 2-4: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-10-2 oc bracing. BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 `Except` 2-7,4-7: 2x4 SP M 31 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Cad 6B34 REACTIONS. (lb/size) 1=1241/0-3-8, 5=59610-3-8 6904 Parke East Blvd. Tampa FL 33610 Max Hoe 1=-48(LC 32) Max Uplift 1=910(LC 8), 5— 1918(LC 9) Max Grav 1=1258(LC 43), 5=1914(LC 42) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-2644/1944, 2-3=-3913/3262, 3-4= 3913/3262, 4-5=-3456/3216 BOT CHORD 1-9=-1737/2368, 7-9=-1737/2349, 6-7=-2780/3021, 5-6=-2836/3075 WEBS 2-9_ 13/413, 2-7=-1619/1745, 3-7=-726/671, 4-7=-474/2321,4-6=-1184/1176 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ri TCDL=4,2psY BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=o.18; MWFRS (envelope); Lumber DOL=1.60 plate gdp 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 20.0psf on the bottom chord in all areas where a,rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) except at=lb) 1=910, 5=1918. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 195 lb down and 221 lb up at 4-10-8, 61 lb down and 104 lb up at 6-11-4, 61 Ib down and :104111 up at 8-11-4, 61 lb down and 1041b up at 10-11-4, 61 Ito down and 104 lb up at 12-2-0, 61 lb down and 104 lb up at 13-4-12, 61 lb down and 104 lb up at 15-4-12, and 61 lb dawn and 104 lb up at 17-4-12, and 195 Ib down and 221 lb up at 19-5-8 on top chord, and 157 lb down and 16 lb up at 4-10-8, 51 lb down and 16 Ib up at 6-11-4, 51 lb down and 16 lb up at 8-11-4, 51 lb down and 16 lb up at 10-11-4, 51111 down and 16 lb up at 12-2-0, 51 lb down and 16 lb up at 13-4-12, 51 lb down and 16 lb up at 15-4-12, 51 lb down and 16 lb up. at 17-4-12, 472 It, down and 722 lb up at 19-3-4, 1571b down and 16 lb up at 19-4-12, and 4591b down and 728 lb up at 21.34, and 410lb down and 703lb up at 23-3-4 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 CASES) Standard AWARNiVerify desl9.,,vmae(ersendREADNOTES ONTNISANDINCLUDED MREKREFERANCEPAGEMIP74Tdrev.10rD9 15BEFOREUSE. Design valid for use only with MOeM connectors. This design Is based only upon parameters shown, and Is for on IndMidual building component, not a truss system, Before use, the building designer must verify the oppllcabllity, of design parameters and properly Incorporate this design Into Me overall bulltling design. Bracing lntllcared is to prevent buckling of lndlvlouol truss web and/or chord members only. Additional temporary and permanent bracing Is clways required for stoblllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANSMIJ Ooa11By Critelli Willi and BCSI Belding Comporr nl' NlormDibravolloble tram Truss Plate InsStute, 218 N. use Street. Suite 312, Alexandria, VA 22314. MiTek* 69N Parke East Blvd.SObry Tampa, FL 33610 Jab Truss Truss Type Oty Ply ]Job T12933211 1159591 T12 Hip Girder 1 Reference o tional Builders FlrstSource, Plant GRy, FL 335bb a. reu s Sep m 26r r W i r cn inuuamea, n m. u m uao ......oeo ID:goybrVXGmOmCiAOfPdJ3Vlyottb-z7Op?IJi 1eflavh2Dmw_Dg?rUM zOO?CKW1 EXizwTwn LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54, 2-4=-54, 4-5=-54, 1-5=-20 Concentrated Loads (Ib) Vert: 2— 111(F) 4=-111(F) 9= 57(F) 7=-31(F) 3=-50(F) 10=-50(F) 11=-50(F) 12= 50(F) 13=-50(F) 14= 50(F) 15=-50(F) 16= 31(F) 17=31(F) 18=-31(F) 19— 31(F) 20=-31(F)21=-31(F)22=226(F=-57,B=282)23=283(B)24=284(B) QWARNING- Verltydeslgnparerefeerand READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMM174"mix 1Waa2015 BEFORE USE. Design valid for use only with MReW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only:Additional temporary and permanent bracing MiTek' Is always required for stablllly and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPil Cuallryt�y. Criteria, D3049 and BCSI Building Component Safety tnforrnatloncivaiiable from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T72933212 1159591 T13 Hip 1 1 Job Reference (options[) ounces rirsfaource, rranwny, r- uuaea d 0 5x6 = 5x6 = 3 4 2x4 II 3x4 = """ 3x4 = 2x4 II Scale = 1:45.2 LOADING (psf) TCLL 20.0 TOOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inor YES Code FBC2017/TPI2014 CSI. TC 0.69 BC 0.63 W B 0.29 Matrix-SH DEFL. in Ven(LL) -0.23 Veff(CT) -0.28 Horz(CT) 0.06 floc) I/deft L/d 7-8 >999 3160 7-8 >999 240 6 Na Na PLATES GRIP MIT20 2441190 Weight: 128 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-9-10 cc puffins. 34: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-9-1 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Can 6634 REACTIONS. (Ib/size) 1=987/0-4-0, 6=987/0-4-0 6904 Parke East Blvd. Max Horz 1=-112(LC 8) Tampa FL 33610 Max Uplift 1=-391(LC 12),'6=-391(LC 13) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1799/1569, 2-3=-1390/1328, 34=1188/1253, 4-5=-1390/1328; 5-6=-1799/1569 BOT CHORD 1-11=-1260/1536, 10-11=-1260/1536, 8-10=-810/1188, 7-8=-1260/1536, 6-7=-1260/1536 WEBS 2-10=-508/541, 3-10= 273/393,4-8=-273/393, 5-8=-508/541 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18f1; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gr p 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, with BCDL= 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 1=391, 6=391. 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." ,&WARNING-VeH/y Ceslgnparemeferaand READ NOTES ON THISAND INCLUDED MBEKREFERANCEFAGEMIN4nmre f0/M015 BEFORE USE. 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 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 buss web and/or chord members only. Aca lonal temporary and permanent bracing MiTek' Is olwoys required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobricatlon, storage, calvary, erection and bracing of trusses and truss systems. seeANSVIPII CualMMyy Criteria. DSB-69 and BCSI Building Component' fi904 Parka East Blvd. Safoty Informotfonavolloble from Truss Plate Insfil 218 K Lee Street Suite 312, Nexantlrla, VA 22314, Tampa, FL 33610 Job Truss Type ty Ply T12933213 1159591 TTT'lu4ss Hip 1 1 Job Reference (optional) eunaers mrsibource, riam lay, rr. e0000 m d 4.6 = 3z4 = 4z6 = 3 4 5 3x4 G 3z4 = 1.5x8 STP= 3.8 = 3x8 = Scale = 1:47.4 1.5x8 STP= 3z4 LOADING (Pat) SPACING- 2-0-0 CS'. DEFL. in (lac) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.68 Vert(LL) 0.16 1-10 >999 360 MT20 244/190 TOOL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.32 1-10 >993 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 Horz(CT) 0.06 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 126 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-5 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=987/0-4-0, 7=987/0-4-0 Max Horz 1=-92(LC 8) Max Uplift 1=371(LC 12), 7=-371(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib).or less except when shown. TOP CHORD 1-2=-1736/1528, 2-3= 1532/1420, 3-4=-1337/1304, 4-5=-1337/1304, 5-6— 1532/1420, 6-7=-1736/1528 BOT CHORD id0=-1224/1498, 8-10=-1118/1480, 7-8=-1224/1498 WEBS 2-10=-266/444, 3-10=-469/534, 4-10=-285/254,4-8=-285/254, 5-8=-469/534, 6-8= 266/444 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.OpsC h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 1=371,7=371. 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." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Job Truss Truss Type y Ply T72933214 1159591 T15 Hip 1 1 Job Reference a t... a tlunaers nrsraoema, ri ..,ry,-aaow 4.6 = 3x6 = 4x6 = r 2 3 4 3x6 = 1.Sx8 STP= 3x4 = 5x6 = 3x4 = Scale = 1:47.4 LSxe BI V_ 3x6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.15 1-8 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.65 Vert(CT) -0.21 7-8 >999 240 BCLL 0.0. ' Rep Stress Mar YES W B 0.63 Horz(CT) 0.07 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 1181b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=987/0-4-0, 5=98710-4-0 Max Horz 1=-71(LC 10) Max Uplift 1=-374(LC 9), 5=-374(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown., TOP CHORD 1-2=-1756/1452, 2-3= 1503/1424, 3-4=-1503/1424, 4-5— 1756/1452 BOT CHORD 1-8=-1131/1486, 7-8=-1508/1955, 6-7=-1508/1955, 5-6=-1131/1486 WEBS 2-8=-216/462, 3-8=-617/418, 3-6=-617/418, 4-6=-216/462 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and forces 8 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 pat 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 to uplift at joints) except Qt=11b) 1=374, 5=374. 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." Michael S. Magid PE No. 53681 MITek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Q WARNING-Vadfydeslgnparametersand BEAD NOTES ON THIS AND INCLUDED MmEKREFERANCEPAGEMM17473rev. 10032015 BEFORE USE. Design valid for use only with MEek0 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 applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling at Individual hues web and/or chord members only.. Additional temporary and permanent bracing MOW Is always required for stablllty, and to prevent collapse with possible personal injury and. property damage. For general guldance regarding the fabrication: storage, calvary, erection and bracing of trusses antl truss systems, seeANSIMI7 Gi CMpM. DSl and SCSI Building Component 6904 Parke East Blvd.. Soli Informalbnavallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22 14. Tampa; FL 33610 Truss Truss Type Oty Ply T72933215 �Job 9591 T16 Hip Girder 1 2 Job Reference (optional) Builders FirstSource, Plant City, FL 33566 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 11 08.55.152D18 Page 1 ID:goybrYXGmOmCiAOfPdJ3Vlyottb-GTJTTROOOoXmw_kO7kYd08n9JBN?XmsEx5D6HozwTwg 4-00-8 9-3.2 13.6-0 17.8-14 22-1-B 27-0-0 4-10-8 4-4-10 4.2-14 4.2-14 4-4-10 4-10-B 4.6 = 2x4 II 3x4 = 6.00 F12 3x4 = 3x4 — 46 = 2 12 313 14 15 4 16 17 5 6 18 19 7 3x4 = „ 20 21 22 23 " 24 25 '26 27 1.5,68 STP= 3x4 = 5xB = '3x4 = Scale = 1:47.4 1.5x8 STP= 3x4 — m b LOADING (pso SPACING- 2-0-0 CSI. DEFL- in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Ved(LL) 0.21 9-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.30 10-11 >999 240 BCLL 0.0 ' Rep Stress Incr NO W B 0.19 Horz(CT) 0.07 8 n/a I BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 240 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-11-13 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-6-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=148110-4-0, 8=1481/0-4-0 Michael S. Magid PE No. 53681 n fi634 Max Horz 1=51(LC 7) 9104 Parke East Blvd Max Uplift 1=-817(LC 5), 8=-817(LC 4) Tampa FL 33610 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250(I1b).or less except when shown. TOP CHORD 1-2=-2941/1659, 2-3=-2605/1532, 3-4=-4355/2576, 4-6=4355/2576, 6-7=-2605/1532, 7-8= 2941/1659 BOT CHORD 1-11=-1464/2548, 10-11=-2290/3782, 9-10=-2268/3782, 8-9=-1413/2548 WEBS 2-11=-466/971, 3-11=-1401/965,3-10=-309/687,4-10=341/316, 6-10— 309/687, 6-9=-1401/965, 7-9=-466/971 NOTES- (10) Continued on page 2 1) 2-ply truss to be connected together with 1 Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 DO. Bottom chords connected as follows: 2x4 - 1 row. at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back(B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t Cat. II; Exp'C; Encl., GCpi=0.18: MWFRS (envelope); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurront with any other live loads. •7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at Joint(s) except Gt=lb) 1=817, 8=817. • 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1951b down and 221 Ib up at 4-10-8, 61 Ib down and 104 lb up at 6-11-4, 61 lb down and 104 lb up at 8-11-4, 61 lb down and 104 lb up at 10-11-4, 61 lb down and 104 lb up at 12-11-4, 61 lb down and 104 lb up at 14-0-12, 61 lb down and 104 lb up at 16-0-12, 61 lb down and 104 lb up at 18-0-12, and 61 18 down and 104 lb up at 20-0-12, and 1051Is down and 221 Ib up at 22-1-8 on top chord, and 157lb down and 16 lb up at 4-10-8, 51 lb down and 16 lb up at 6-11-4, 51 It, down and '16lb up at 8-11-4, 51 Ib down and 16 lb up at 10-11-4, 51 Ib down and 16 lb up at 12-114, 51 lb down and '161b up at 14-0-12,'51 He down and 1611b up at 16-0-12, 51 Ib down and 16 lb up at 18-0-12, and 51 lb down and 16 lb up at 20-0-12, and 157 lb down and 16 lip up at 22-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) "This manufactured product is designed as an individual building component. The suitability and use of this component for any AWARNING -Verlyd..19nparemetenenEREAD NOTES ONMIISANUINCLUDED MREKREFERANCEPAGEMX74"mv.10,111015BEFOREUSE. 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 huss systemth . Before use, e building designer must verify the appllcablllN th of design parameters and properly Incorporate this design Into e 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 preventcollapse with possible personal Injury and property damage, For gonerol guidance regarding the fobrlcallon, storage, deMery, erection and bracing of busses and truss systems. ceeANSVrP11 CualNNyy Cdbda, DSO-89 and SCSI Bulding Component Safety Infoonatlonavallcble from Truss Plate Institute, 216 N. Lee Sheet, Suite 312, Alexantlrlo. VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Tmss Type Oly Ply T72933215 1159591 T1fi Hip Girder t 2 Jab Reference o tional Builders FirstSource, Plant City, FL 33566 a.isos.e'mmit p,e.,iio tea,. ii..o..e.... ID:goybrYXGmOmCiAOfPdJ3Vlyotib-GTJTTROOOoXmw kO7kYdO8n9JBN7XmsEx5D6HomTwg LOAD CASE(S) Standard 1) Dead+ Root Live (balanced): Lumber Increase=125, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2=-54,2-7=-54, 7-8=-54, 1-8_ 20 Concentrated Loads (Ib) Vert: 2=-111(B) 7=-111(B) 11=-57(B) 9=-57(B) 12=50(B) 13=-50(B) 14=-50(B) 15=-50(B) 16=-60(B) 17=-50(B) 18— 50(B) 19=-50(B) 20= 31(B) 21=-31(B) 22=-31(B) 23=-31(B) 24=-31(B) 25=-31(B) 26_ 31(B)27=-31(B) Job Truss Truss Type Oty Ply T72933216 1159511 Vol Valley 2 1 Job Reference (optional) cIa onm Builders FusitSDurce, Plant City, FL 33bee 2x4 i ID:goybrY%GmOmCiAOf PdJ3Vlyottb-kftrhmP2961dY81ahS3sYMKPObv7GF7NAIzgpEmTwf LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Vd TCLL 20.0 Plate Grip DOL 1.25 TIC0.05 Vert(LL) We - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.03 Vert(CT) ILI - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a Na BCDL 10.0 Code FBC2017?P12014 Matrix-P Scale = 1:7.8 PLATES GRIP MT20 244/190 Weight: 5111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=51/1-11-8, 2=37/1-11-8, 3=14/1-11-8 Max Horz 1=35(LC 12) Max Uplift 1=-16(LC 12), 2=-38(LC 12) Max Grav 1=51(LC 1), 2=37(LC 1), 3=27(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. II; Eap C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 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." Michael S. Magid PE No. 53681 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Q WARNING- VerifyEeslgnperemehm, rid READ NOTES ON THISAND/NCLUDED MREKHEFEHANCEPAGEM1N4T1rev. 10/1ILT015BEFORE USE. Deslgn valid for use only with Mnek® connectors, Thls 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 bulla Ing design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only,. Additlonal temporary and permanent bracing ��- f.I1 M)Tek- Isalwaysrequlredforstaterltyandtopreventcollapsewith possible personal injury antl property damage. For general guidance regarding the fabr icaiton, storage, delivery, erection and bracing of trusses and truss systems, seeANSVWII CualMy CModa, DSO.89.and BCSI Building Compononl' Safety Informationovollable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandre, VA 223914. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T72933217 1159591 V02 Valley 2 1 Job Reference (Optional) Builders FuslSource, Plam uty, FL 33bbb aep m m i r mi en muuwuc>, r u. , oo eau 11 oa.55. a 6 6 2x4 O 2x4 11 3 5 4 Scale =1:12.8 LOADING (psf) SPACING- 2-0-0 CSI. OEFL in (Ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Gap DOL 1.25 TC 0.10 Vert(LL) n/a - 1 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 3 are I BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 13 lb FT=20% LUMBER - TOP CHORD 2x4 SPNo.2 BOT CHORD 2x4 SO No.3 WEBS 2x4SP No.3 REACTIONS. All bearings 3-11-8. (Ib) - Max Horz 1=87(LC 12) Max Uplift All uplift 100 lb or less at joint(s) 1, 3 except 5= 117(LC 12) Max Gmv All reactions 250 lb or less at joint(s) 1, 3, 4, 5 FORCES. (Ib) - Max. CompuMax. Ten. -All forces 250 (Ib).or less except when shown. WEBS 2-5-151/306 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc pudins. BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. l NOTES- (7) 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Ops1; h=18tt; Cat. II; Elm C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRSfor 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 alive load of 20.Opsf on the bottom chord in all areas where arectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSIRPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 3 except 61 5=117. 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.' Michael S. Magid PE No. 53681 MITek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 QWARNING-Verllydeslgnperamsisrsand READ NOTES ON MiSANDINCLUDEDMREKREFERANCEPAGEMlF74nrev. 1a=hp1SDEFORE USE. Design valid for use only with MBeI(D connectors. This design Is based only upon parameters shown, and Is for an Individual buiaing component, not a truss system. Before use, the bullang designer must verity the applicability of design parameters and properly Incorporate this tleslgn Into the overall bulIdIng design. Bracing Indicated is to prevent buckling of lndNldual truss web and/or chord members only,. Addlllonal temporary and permanent brocing MiTek' Is always required for stability and to prevent collapse with posslbie personal Injury and property damage. For general guidance regording the fabrication, storage, delivery, erecf cn and bracing of trusses and truss systems, seeANSVTPi1 Qua[ I CRedo. DSB419 and SCSI Building Component 69N Parke East Blvd. Safety Informationavallabie from Truss Plate InsliMe. 218 N. Lee Street, Sent 312, Miamirlo, VA 22314, Tampa, FL 33610 Job Truss Type 'Oty T72933218 1159591 Tru3ss Valley 2ob 7P,11 Reference (optional) Builders FirstSource, Plant Gly, FL 33b5B a.rev s aep mcmrrvn en muoauma, i.". u,u jm, 11 uu.3..,, z..,., ,oeo, ID:goybrY%GmOmCiAOfPOJ3Vlyottb-CrRDu60hWPnT91tmE9b55ZtVB7CI71NW PPiDLgzwTwe 54.2 i 6-0-0 5-1-2-� 0-10-14 e b b 3 5 4 2x4 i 3x6 II Scale =1:17.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber COL 1.25 BC 0.25 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Inch YES WB 0.18 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 21 Ib. FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=127/5-11-8, 3=-6G/5-11-8, 4=-25/5-11-8, 5=360/5-11-8 Max Horz 1=138(LC 12) Max Uplift 1=-17(LC 12), 3— 66(LC 1), 4=-51(LC 3), 5=-241(LC 12) Max Grant 1=127(LC 1),.3=68(LC 12), 5=360(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ill or less except when shown.. WEBS 2-5=306/619 Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (7) 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18R; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a'rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 3, 4 except (jt=lb) 5=241. 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 thebuilding code." Michael S. Magid PE No. 536BI MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 QWARNING-Verity CeslgopmmefersenOflEAD NOTES ON THISAND/NCLUDED MPEKNEFENANCEPAGE MIP74M rev. taM12p1saEFoRE OSE. valid for use only, with MIToM connectors, lhls design Is based only upon parameters shown, and Is for an Individual building component, not ME a huss 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 Individual truss web and/or chord members only, Additional temporary and permanent bracing WOW 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 buss systems sealdlil 1PI7 OualNNyy CrI DSB4 9 and BCSI Bull Component' 6904 Palle East Blvd. Safety Informalbrgvallable hom Truss Plate Institute, 218 N. Lee Sheet Suite 312, Aiexontlrla, VA 22314. Temps, FL 33610 Job Truss Truss Type Oty F, T72933219 1159591 VO4 Valley 2 1 Job Reference o tional Builders RrStSource, Plant City, FL 33566 o.rou s oep rn eu II mu ea muwmes, in, R.. 5 4 3x4 d 2x4 II'. Scale = 1:23.2 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 ]nor YES Code FBC2017/iP12014 CSI. TO 0.42 BC 0.57 WB 0.17 Matdx-SH DEFL. in Vert(LL) Na Vert(CT) n/a Horz(CT) -0.00 (too) Vde9 Ud - rita 999 - FJa 999 3 Na rite PLATES GRIP MT20 244/190 Weight: 28 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 7-11-8. Michael S. Magid PE No. 53681 (lb) - Max Harz 1=189(LC 12) MTek USA, Inc. FL Cad 6634 Max Uplift All uplift 100 lb or less at joints) 1, 3,4 except 5=-273(LC 12) 6904 Parke East Blvd. Tampa FL 33610 Max Grav All reactions 250 lb or less at joint(s) 1, 3,4 except 5=407(LC 1) FORCES. (lb) - Max CompJMax. Ten. -All forces 250.(lb) or less except when shown. TOP CHORD 1-2=284/119 WEBS 2-5=-302/576 NOTES- (7) 1) Wind: ASCE 7-10;.Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=1Biq Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;C-C for members and tortes & 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 20.0psf 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. 5) Bearing at joint(s) 3 considers parallel to grain value using ANSViPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3, 4 except (jt=1b) 5=273. 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.' Q WARNING-Verllydesl9nparemefe..dREADNOTES ON MIS AND INCLUDED 11111FEKNEFERANCEPAGEM/F)4)9rev. 1W0]kOISBEFONE USE. Design valid for use only with MITekS connectors. This design Is based only upon parameters shown, and Is for on Individual bulldng component, not a hum system. Before use, the building designer must verify the appllcoblltiy of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of lndMdual hues web and/or chord members only.. Additional temporary and permanent bracing Is always required for stablllty and to preventcollapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of humes and hum systems seeANSVWII Quality CMnlo, OS949 and BCSI Bultlbp Component Safety Informof neivallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. �'- M!Tek* 69N Parke East BNd. Tampa, FL 33610 Job - Truss Type Oty Ply T72933220 1159591 Trou5ss Valley 2 1 Job Reference (Optional) BBIIders, HlstSource, Ylaet Ully, FL Odeon 0 c 0 ocy r+curr ,r,,, cn,nuuou =+r ^r.. ID:goybrYXGmOmCiAOf PdJ3Vlyuttb-8EZ_JoRxR12BPcl9MadZAyuFousTbkpsjBKOZmTwc 3x4 — 2 Scale = 1:7.7 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ltd PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.07 Ved(LL) n/a - 1 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Ved(CT) Na - n/a 999 BCLL 0.0 ' Rep Stress ]nor YES WE 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017/TP12014 Matir Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=101/3-11-0, 3=101/3-11-0 Max Holz 1=-14(LC 8) Max Uplift 1=-42(LC 12), 3=-42(LC 13) FORCES. (II - 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=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=3.Opsf; h=18ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & 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 last 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 joints) 1, 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." Michael S. Magid PE No. 536B1 MiTek USA, Inc.. FL Cen 6634 6904 Parke East Blvd. Tampa FL 33610 a b d Q WARNING- Veriyarsd9n pamnefersend READ NOTES ON MIS AND INCLUDED MIfEKREFERANCEFAGEM&7479ree 10,0.32015BEFOREUSE Design valid for use only with M6ekO 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 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 preventcollapse with possible personal Injury and property damage. For general guidance regarding the fobricotlon, storage, delivery, erection and bracing of trusses and truss sysiems, seeml iyipit OualXXyy Criteria. DSI and SCSI Building Component 6904 Parke East Blvd. Sofoty Nfonnalbrpvallabie Rom Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexcndrla, VA 22314. Tampa, FL 33610 Job Truss Truss Type bty Ply T72933221 1159591 V06 Valley 1 1 Job Reference (optional) nurloers rlrsrbource, rlanwlry, rL a4000 0 d d 4x6 = 2x4 i 2x4 11 2x41 Scale =1:14.9 7-11-8 0- -8 LOADING (psi) SPACING- 2-0-0 CSI. OEFL in (loc) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) n1a - rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) n1a - n1a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 3 n/a n1a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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. (lb/size) 1=11117-11-0,3=11117-11-0,4=276/7-11-0 Max Ham 1=35(LC 9) Michael S. Magid PE No. 53691 Max Uplift 1=-57(LC 12), 3— 64(LC 13), 4=-94(LC12) MTek USA, Inc. FL Can 6634 Max Gray 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) 6904 Parke East Blvd. Tampa FL 33610 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpl=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf 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 beading plate capable of withstanding 100Ib uplift at joint(s) 1, 3, 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 coda.' Q WARRING -Vedty des/gnpararratersand READ NOTES ON TN/SAND/NCLUDEO MREKNEFERANCEPAGEMI474M rev. 14,11=015BEFONEUSE. l@ Deslgn valid for use only with Mheconnectors. This design Is based only upon parameters shown, and Is for on Individual builtling component, not a truss system. Before use, this. building designer must verify the applicability of design parameters and properly Incorporate this design Into me overoll building design. Bracing Indicated is to prevent buckling of lndNldual lust web and/or chord members only, Additional temporary and permanent bracing MOW Is always requkedfor stablity and to prevent collapse with possible personal Injury and property damage, For general guldonce regarding the fabrication, storage, delivery, erectlon and brocing of fuses and Muss systems. e9amSI/IPIi QUOI CMeda, DS8419 and BCSI Buldiog Component 6904 Parke East Blvd.Safety Informationavotoble from Tints Plate InsNMe, 218 N. Lee Street. Sure 312, Alexcntlra. VA 22314. Tampa, FL 33610 b Pi Truss59591 r1, V07 Valley 1 1 Job Reference o lanai �.. a�nn-c���e nn�-i x,I:T..L r..A..n�nnn Inn TA'1an 11 na•SS919n1N Pan=1 ISNmers mrs\bource, Piam Gil FL 33566 U.,..v 2 Gic I ...... ..... -�.... ID:goybrYXGmOmCiAOfPdJ3VIyoHb-5dhkkUTBzelvevBYT?t1 FPI CTcYwVP6K1 gOURmTwa Scale = 1:18.4 3x4 = 3x4 = 2x4 11 2 3 4 6 2x4 i 2x4 11 2x4 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) rda - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(CT) n/a - n/a 999 BOLL 0.0 Rep Stress lncr YES WB '0.05 Holl 0.00 5 War n/a BCDL 10.0 Code FBC2017TP12014. Matrix-SH Weight311b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 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. (lb/size) 1=198/9-11-0, 5=198/9-11-0, 6=25PJ9-11-0 Max Horz 1=-34(LC 8) Max Uplift 1=-103(LC 12), 5=-107(LC 13), 6=-63(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-222/312,2-3=-179/346, 3-4=-179/346, 4-5= 222/312 NOTES- (8) , 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; Cat..11; Exp C; Encl., GCpIl8; MWFRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 13.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) 6 except Qt=lb) 1=103, 5=107. 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." Michael S. Magid PE No. 53581 MiTek USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 AWARNING -VsIIIydeargnperareefer4andREADNOTES ONTHIS AND INCLUDED MR KREFERANCERAGEMIF74M3 v..IMMISBEFORE USE Design valid for use only with M7ek6 connectors. This design Is based only upon parameters shown, and Is for an IndNldual building component, not a hors system. Before use, the bulltling designer must verify the applicability of design parameters and propery Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of lndNldual huss web and/or chord members only. Ad011onal temporary and permanent bracing �.n MfTek- Isalways required for stability end to prevent collapse with possible personal Injury and property damage. For general guldonce regarding the fabrication, storage, delNery, erectloo and bracing of trusses and huss systems, seeANSVIPII Quall CModn, DSB-89 and BCSI BuYtlbp Cempanont 6904 Parke East Blvd. Safety Nfoonationavoiloble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312; noriandrla, VA 22314.. Tampa, FL 33610 Jab Truss Truss Type ~ 'City Ply T12933223 1159591 VOB Valley 1 1 Job Reference (optional) euiaers rmns ource, Ism I'y,"m000 e d d 4x6 = 2 Scale =1:14.6 4 2x4 i 2x4 11 2x4 1 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) III L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 VeII I - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Ven(CT) I - n1a 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.07 Horz(CT) 0.00 3 We n1a BCDL 10.0 Code FBC20177pP12014 Matdx-SH LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 251b FT=20% TOP CHORD 2x4 SP I TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. I CHORD 2x4 SP I BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=11117-11-0,3=1117-11-0,4=27617-11-0 Max I 1=35(LC 9) Max Uplift 1=-57(LC 12), 3=-64(LC 13), 4=-94(LG 12) Max Grav 1=114(LC 23), 3=114(LC 24), 4=276(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -Aft 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=160mph (3-second gust) Vascll 24mph; TCDL=4.2pst BCDL=3.Ops1; Ill Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C. Extedor(2) zone;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 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 100Ib uplift at joints) 1, 3, 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." Michael S. Magid BE No. 53681 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 0 d d Q WARNING- Vedfydcsfanpmem.M. antl READ NOTES ON MIS AND INCLUDED MFFEKREFERANCE PAGE M*74M.lr. 10/9311015 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, 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 n.t M!Tek' Is always required for stacollty 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, seeANSIMII OuolIBy Criteria, Will and SCSI Bulding Component 6904 Parke East Blvd. Safety Informational from Trust Plate Institute, 218 N. We Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type 'Oty Ply T12933224 1159591 V09 Valley 1 1 Job Reference loptionap bultaem rlrsraaurce, nanwuy, 11 uuaaa a d 3x4 = 2x4 II 2 3 3.4 = 4 6 3x4i 2x4 Il 3z4 O Scale = 1:19.4 LOADING (pat) SPACING- 2-0-0 CS]. DEFL, in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) rVa - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017/RPI2014 Matdx-SH Weight: 381b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 ad puffins. BOT CHORD 2x4.SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4SP No.3 REACTIONS. (lb/size) 1=252/11-11-0,5=252/11d1-0,6=291/11-11-0 Max Horz 1=-44(LC 8) Michael S. Magid PE No. 53681 Max Uplift 1— 135(LC 12),.5=-139(LC 13), 6=-61(LC 9) MlTe Parke, Inc. FL Cart 6634 d. Tampa FL 33610 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib)or less except when shown. TOP CHORD 1-2=-287/388, 2-3=-227/431, 3-4=-227/431, 4-5= 287/388 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; hl Bit; Cat...11; ETp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) �' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 6 except Ot=lb) 1=135, 5=139. 8) "This manufactured product is designed as an individual building component. The suitability anduseof this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' sd d ®WARN/NG- VerirydeslgnparametersendREAD NOTES ONTHISAND/NCLUDEDMREKNEFERANCEPAGEMb)4nnev.laM 01saEFDREUSE. Design valld for use only with Maeh connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bullu ing designer must verity the appllcablllN of design parameters and properly Incorporate this design Into the overall building design.Brccing Indicated is to prevent buckling of Individual fruss web and/or chord members only. Additional temporary and permanent bracing Mffek' Is always required for stablllty, and to prevent collapse with possible personal injury and property damage. For general gultlance regarding the fabrication, storage, calvary, erectlon end bracing of trusses and truss systems, seeANSI/IPD pualtty Criteria, DSB-59 and SCSI Building Component y14. 6904 Parke East Blvd. Safety Infomsatbrpvalloble from Truss Plate Institute, 218 N. lee Street, Suite 312, Alexantlrla. VA 22 Tampa, FL 33610 Job Truss Truss Type ~- PlyT12933225 1159591 V10 Valley ry 1 Job Reference(optional) Builders Rrsulource, Plant City, FL 33566 8.130 a Sep 152017 MITek Industries, Inc. I hu Jan 11 08:55:24 MIS Page 1 ID:goybrYXGmOmCiAOIPdJ3Vlyotlb-VCM1M VV4GZgUV Nw697Dkt2fgLpaxBrlY07v55mmTwX 4-10.8 11-1.8 16.0-0 410.8 I fi-3-0 4-10-8 Scale = 1:25.9 46 = 46 = 3x4 i 6 5 3a4 2x4 II 2x4 II LOADING (psl) SPACING- 2-0-0' CS'_ DEFL. in (too) Ildeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.22 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES W B 0.11 Horl 0.00 4 n/a n/a BCDL 10.0 Code FBC2017/fP12014 Matrix-SH Weight: 53lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 ad bracing. WEBS 2x4 SP No.3 REACTIONS. All bearings 15-11-0. (lb) - Max Harz 1=-44(LC 10) Max Uplift All uplift 1001b or less at joint(s) 1, 4 except 6=-179(LC 9), 5=-169(LC 8) Max Gmv All reactions 250 It, or less atjoint(s) 1, 4 except 6=415(LC 23), 5=415(LC 24) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS 2-6= 289/361, 3-5=-289/361 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone;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) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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-" tall by 2-041 wide Will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 4 except Ut=lb) 6=179,5=169. 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.' Michael S. Magid PE No. 53681 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Q WARNING -VerlfydealSnparsmerereand READ NOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMIF7473 rev. 100=01SBEFOREUSE. Design valid for use only with MBekO connectors. The design Is based only upon parameters shown, and Is for an IndNldual bullding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of lndIvidual truce web and/or chord members only,Addltlonal temporary and permanent bracing MST®k' Is always required for stabliny and to prevent collapse with possible personal injury and property damage. For general guidance regarding the retardation, storage, dellvery. erection and bracing of trusses and truss systems, seeANSVO'11 Quo' CMitda, 095A9 and BC31 Building Component Safety Infarmutionavollobie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Atexandrla. VA 22314. 6904 Perko Eest Blvd. Tampa, FL 33610 1159591 T12933226 4-0C-8 10-0-0 - 15--1 20-0-0 410.8 5-1-8 5-1.8 4-10.8 Scale=1:32.4 46 = 6.00 2x4 11 06 = 3x4 G 8 7 6 3x4 C 2x4 II 5x6 = 2x4 11 9 d LOADING (pso 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 Cade FBC2017ITP12014 CSI. TC 0.29 BC 0.32 W B 0.11 Matrix-SH DEFL. in (too) Vdefl Ud Ven(LL) n/a - Na 999 Ven(CT) n1a - n/a 999 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MIT20 244/190 Weight: 671b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 Michael S. Magid PE No. 53681 REACTIONS. All bearings 19-11-0. Mi7ek USA, Inc. FL Cart 6834 (lb) - Max Hom 1=-44(LC 8) 6904 Parke East Blvd. Max Uplift All uplift 100lb or less atjoint(s) 1, 5 except 8— 138(LC 9), 6=-128(LC 8), 7=-220(LC 9) Tampa FL 33610 Max.Grav All reactions 250 lb or less at joint(s) 1, 5 except 8=349(LC 1), 6=349(LC 1), 7=412(LC 23) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 2-8— 231/284,4-6=-231/284, 3-7=-317/380 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone;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 policing. 4) Gable requires continuous bottom chord Dealing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Ot=lb) 8=138, 6=128, 7=220. 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.' ,&WARNING - VerflydeafgnPmameraraend READ NOTES ON TN/SAND INCLUDED MTTEKREFERANCEPAGEMII-7479rev. 1W0.1a015BEFORE USE. Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for an Individual cutting 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 huss 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 fobdcatlon, storage, delivery, erection and bracing of trusses and truss systems, seeANS/rPll Quo' Criteria. OSB4f9 and II I Building Component 6904 Parke East Blvd.Safety Informatonovalloble from puss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 374 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. Q �71dr For 4 x 2 orientation, locate plates U-'ha' from outside edgeof truss. This symbol Indicates the required direction of slots it -connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE Thefirst dimension is the plate 4 X 4 width measured perpendicular 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 I bracing if indicated. BEARING 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 6-4-8 I dimensions shown in sixteenths scale) II—'-1I (Drawings not to scale) I 2 3 TOP CHORDS JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS.. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, 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/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-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 orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 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 at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSWI 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 sae, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed orpuriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate 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 portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSOPI I Quality Criteria. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 1694334-TREFELNER-ROJAS - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta a L 33610 4115 Customer Info: TREFELNER CONSTRUCTION Project Name: Rojas Residnece Mor�ei 'LFarport Lot/Block:. Subdivision: . Address: 255 Bridlewood Way,. City: Ft. Pierce State: Fl. Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 DesigniProgram: MiTek 20/20 8.2 100S®� Wind Code: ASCE 7-10 Wind Speed: 160 mph, Roof Load: 37.0 psf Floor Load: N/A psf `p�, j����� OC This package includes 13 individual, Truss Design Drawings and 0 Additional Drawings. oG With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet 79- conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# ITruss Name I Date 11 IT16528802 IA016 13115119_ 12 IT16528803 IA02 13/15/19 1 3 �T1652B804 A03 13/15/19 4 T16528805 B01 �3115/19 I5 IT16528806 IC"i �3/15'12 I6 IT16528807 ICJ3 I3/15/19 1 7 �T16528808 CJ3S 13/15119 18 IT16528809 CJ5 13/15/19 I 19 IT16528810 CJ5S 13/15/19 110 IT16528811 IEJ7 13/15/19 I11 T16528812 EJ78 3/15/19 12 �T16528813 HJ7 13115/19 113 IT16528814 IV4 13/15/19 FILE COPY 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: Finn, Walter My license renewal date for the state of Florida is February28, 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. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs Into the overall building design per ANSI/TPI 1, Chapter 2. No Z Walter P. nnn PE No22839 Mtrek Usk Inca Fl. 0ert 66M 6904 Parke East Blvd. Tampa Fl. 33610 Data: March 15,2019 Finn, Walter 1 of 1 Job Truss Truss Type Qhr Ply T78528802 1694334-TREFELNERRO 1G Hip Girder 2 1 �JolbRefiereince(opdondft)' Builders First Source, Plant City, FL-32565, 112415 Uae bzma aduexmausmes, ins rn Manaursu:oozurn Pager ID.lHkSXfxc fMWpglabmTJmrrgP-2eRHv0965smG 9PaCjauEY YcJCPSX784CF7b=NH -2-0-0 3-94 7-M it."15110 18-2-12 22-0-0 24-0-0 2-0-0 3-9-4 3-2-12 4h0 4-0-0 &2-12 Scale=1:42.4 Special NAILED Sell = NAILED 2X4 II "LED 4 U 6 23 Special SX8 = f$ axo — ua II axe _ aXe _ ue hl aXa Special Us = NAILED Special NAILED o-&9-0 I 74 8-z--2 ag-- a023azt1212 Plate offsets (X Y)-- [4:0.6-0,D-2-81,[6:0-6-o.o-2-61 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in Uoc) Udell Lld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.49 Vert(LL) 0.17 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.2311-13 >999 180 SCLL 0.0 Rep Shoes Ina NO WB 0.22 Horz(CT) 0.09 8 n/a nla BCDL 10.0 Cade FBC2017/TPI2014 Matrix-MSH Weight: 119lb 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 or 3-0-12 oc pudins. BOT CHORD Rigid ceiling directly applied or 5.3.7 Do bracing. REACTIONS. (lblsize) 2=1640/D-3-0, 8=1649/0-3-0 Max Hom 2=81l 25) Max Uplift 2=783((-C 8), 8=786(LC 9) FORCES. (Ib) - Max. CompJMax. Ten. - All forces 250 Ub) or less except when shown. TOP CHORD 2-3=-300811417, 3-0=2819/1390, 4-5=2903/143Z 5.6=2903/1432, 6-7=284111398, 7-8=-3028/1426 BOT CHORD 2-15=1248/2647, 14-15=1248/2647, 13-14=1152f2516, 11.13=1120/2537, 10-11=117312665, 8-10-117312665 WEBS 3.14=266/204, 4-14=-124/581, 4-13=2931562, 5-13=483/437, 6-13=284/534, 6-11=122/582,7-11=-267/205 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCOL=4.2psC BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed ; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water podding. 4) This truss has been designed for a 10.0 psf bottom Chard live load nonconclum nt 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 fall 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 783 lb uplift at joint 2 and 786lb uplift at joint 8. 7) "NAILED' Indicates 3.1 Did (0,1481 or 3-12d (0.148"x325") toe -nails per NDS guidlines. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concemratedtoad(s) 209 lb down and 293 lb up at 7-0-0, and 219 Ib down and 301 lb up at 15-0-0 on top chord, and 3a6 lb down and 124lb up at 7-0-0, and 310lb down and 123 lb up at 14-11-4 on bottom chord. The design/selec ion of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOADCASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pli) Vert: 1-4=54, 4-6=54, 6-9=54, 16-19=20 Concentrated Loads (lb) Vert: 4-162(B) 6=172(B) 14=303(B)13=55(B) 5=105(12) 11=310(B) 22=105(B) 23=116(B) 24=55(B) 25=62(B) IIi111111ff1 O�PP�'IER P. FAN No 22839 A* F Fsi• ORI�P •�=O� s/ONA' 110%�,, Walter P. Finn PE No22639 Mlfsk USA, Inc. R. Carl 6634 '6904 Parlor East Blvd. Tampa R.33610 Date: March 15,2019 ®WARM/NG-WMydulgnMan n8MREADNOM ONTNIa AND INCLUDED ADIER REFERENCEPAUENPF147]nv. IONlllOfe BEFOREU]E Design valid for use aNywith MiTeMcceredom. This deagn is based only upon pammelers.Nown, and is heron Indhddwl building ceeponent. wt �• a Ms. system. Before use, the budding designer mug wrlty to epplicablily nhhly In oldnagn paeters end propercorporateWs design Wo to ovemd buildingdesign. Bracing Indicated into prevent budding oflndhodueh Wes web and/or chord members only. AddNanal bemporery and permanent bracing MiTek' Is ehvays required farstablliry and to pmventwllapsewith posies personal Inlet' and prepemydemage. Forgeniesi guidancoregaming to fabdwtlor. storege,dedvery, erection and bracing oltmawi and tress syOems,an, ANS tQuality Crlheda DS9 mdBCSl ButldinBComponeet e904 Parke East BW. SokVIn1bmeffen evalleble hors Trees Fate lns0Ma,2te N. We 6Vee1, huge 312, Alexandhfa, VAY2314. Tehnpe FL MID Job Truss Truss Type ON PN T16528803 �J.bRd.. 1694334TREFELNER-ROJA 02 HIp 2 Oonal Builders Fast Source, Plant City, FL- 32568, a.z4u a um a zu la m0 ea muusmes, me rn mar la 64.5561 a n rage , IDJHkSxfxc fCWWp8tabnTJzam1P-Wr f6MAksAu7gJ_rmrRT7nmW9N7VGB—gHs_Y71UTSG -2-0-0 68-13 1H}G 734)-0 1533 22-0-0 24-00 2-0-0 68132 2Ja 40-0 2J3 84Y13 Scale = 1:424 5x8 = 4xB = 2 4 i� 0.2.8 900 13-0-0 21A-e 22A0 0. 8-98 I 6O-0 N.gA n. Plate Offsets (X.Y)— r4:0-6-0,0-2-81 LOADING (ps0 SPACING- 2-0-0 CSL DEFL in (too) Udell Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Ved(LL) -0.18 2-11 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.38 2-11 >679 180 BCLL 0.0 Rep Stress Ina YES WB 0.14 Hom(CT) 0.04 7 Na n/a BCOL 10.0 Code FBC2017/rP12014 MatrixSH Weight: 108111 FT=20% LUMBER - TOP CHORD 21*4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2(4 SP No.3 REACTIONS. Qhlaze) 2=920(0.3-0, 7=92010-3-0 Max Hoe 2=109(LC 10) Max Uplift 2=327(LC 12), 7=327(LC 13) BRACING - TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc purling. BOT CHORD Rigid ceiling directly applied or 6.11.9 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1298/929, 3-0=1090/864, 4-5=934/783, 5-6-1091/864, 6.7=1298/929 BOT CHORD 2-11=62011088, 9-11=3671933, 7-9=64311088 WEBS 3.11=2811442, 4-11=318/372, 59=257/363, 6-9=281/442 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=5.0psf; h=15N; Cat. II; Exp C; End., GCpt=0.18; MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 4-0-0. Intenor(1) 4-0-0 to 9.0-0. EMedor(2) 9.0.0 to 21-5.13, Intmor(1) 21-5-13 to 24-0-0 zone; cantilever 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 po if ing. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconarrerd with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3- tall by 2-0-0 wide will fit behveen the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 327 lb uplift at joint 2 and 3271b uplift at joint 7. %%R 1P,�����i E MgF. �L No 22839 se�. rx Walter P. Finn PE Ng.22839 MITek USA, Inc. FL Cert 6634 6904 Parke Fast Bind. Tampa FL 33610 Date: March 15,2019 ®WANING-Vul/ydatlgnparsmafen.WB DNOTESONTNISANDINCLUDEDNREI(REFERENCEPADEe67M. rDa](tB15 BEFORE 11sE Design valid far use only with Wallis covaencrs.TM1is design Is based only upon parsmeteie shown, and Is for an IndiNtlual building camponent, net �® a Was system. Berem use, fine building designer muetveriythe applicabliy of deslge parameters and properly Ncmpmete Nis design INo the every: �gY�• bulltlhpdesign. Bracing indicated is to prevent budding of lndi,lukal have web and/or chord members only. Mokmitaltempomryandpermaneribradng MiTek' Is always required for stability and be Pvem collapse with possible ponsonal falury and property damage. Far generel guidance regarding the fabrication. storage, delivery,eredlan and bracing oftmesev and Was systems, see ANSUTPIf guoliy CdDSBCSl (eda, a9 bad BBuilding Component smulyleformeNon available ft. Tee. Plot. trano e.218 N. Lee almost. Suite 312, Alexanede, VA MI 4. 6Bgv Parts EaslBNd. Tampa. FL3691g Job Truss Truss Type ON plyT76528804 1694334TREFELNER-ROJA 03 Hip 1 1 Job Reference o Banal b.An•eFoe Inn Fri A.1s 15 M�'U13R>n14 Pxnnt Builders First Source, Plant City, FL-325bb, 44 = BWpglatmTJzamjP_1YlKhAMdUO_rTZzJe MJz3t6WrCwPCRXWk6gTMISF scale =1:42A 012 s&u to-114 11 t6M 21-9b 2z o- . 666 S2a a4 S26 568 o- a412 Plate Offsets(XY)- f2 0-20Ed el 16•a2-O.Edoel LOADING (psq SPACING- 2-0.0 CSI. DEFL in (IDc) Well lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Ved(LL) 0.06 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.10 8-10 >999 180 SCLL 0.0 Rep Stress Incr YES WB 0.31 HOrz(CT) 0.04 6 n/a nla BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 109 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7.1.15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=92010.3-0, 6=919/0-3-0 Max Horz 2=128(LC 11) Max Uplift 2=-342(LC 12), 6=342(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 gla) or less except when shown. TOP CHORD 2-3=-1388/910, 3-4=951r707, 4-5=9511707, 5.6=1388/910 BOT CHORD 2-11=645/1174, 10-11=64511174, 8-10=-069/1174, 6-8=669/1174 WEBS 3-10=-454/489, 5-10=454/488, 4.10=338/533 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=S.OpsF h=15ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C F)deriog2) -2-0-0 to 4-0-0. Intedor(1) 4.0-0 to 11.0.0, Extedor(2) 11-0-0 to 19-5-13, Interior(1) 19-5-13 to 24-0-0 zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 OOL=1.60 plate grip 3) This truss has been designed for a 10.0 pat bottom chord live load nonconcurrent with any other live loads. ,��L�t ER, P. �� �I 4) • This truss has been designed for a live load or 20.Opsf on the bottom chord in all areas where a rectangle 3-S-0 tall by 241-0 wide fit between the bottom �� `P� . • • • • ••. .'�Ci•E N g'• will chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 342 lb uplift at joint 2 and 342lb uplift at ,O ;�D' joint6. NO 22839 F •4L/;: � O � < O p.1 O P N ,,S�ONAI fc�Ca�. Walter P- Finn PE No.22639 Melt USA, Inc. FL Cut6634 6904 Parke East Bind. Tampa FL33610 Date: March 15,2019 ®WARN,NG.verlrydeslgnpammelare.adREAONOTES ONTNISANDINCLUDEDM REFERENCEPAGEMIr-703.. IMAZOrb BEFOREUSE Design wand for us9 ontywigl MITeWconnectors. This design Islands! only upon pammelers shaven, and Is tdran MdMdual building eomponent. net a tads system. Before ..,the building designer must verHy Pe appilmbiKy of design parametem and properly bmmorate this design into Me avemll buldh10deslgn. BmcinglndicaledisOpmvenlbuWing ofindiAdual WsswebanNoraho Membmsonly. Addnonaltempomryandppan.mmisedng WOW Is always requiredfer stability and to proven( colepsawilM1 possible personal injury and property damage. Forgenemiguidancereganinglhe fabdratloa, storage, delivery, elusion and bracing olWssesend Wsssystems, see ANSUIPIf Quality Caguas, DSBE9 and BCV Building Component 69M Parke East Bind. Saferylnronnmi mmilaele from Trues Plate Institute, 219 N. Lea Sai Sulte 312, A andda, VA22314. Tampa, FL 36610 Job Truss Truss Type Cry ply T76528805 7694334-TREFELNER-ROJ 01 Common 3 1 ...... _..__............_.,_...�__,.._ Job Reference o tonal u.....sc mnn.e. ens. D...d Builders First Source, Plant City, FL-32565, 4x6 = Scale: 314'=1' LOADING (psf) SPACING- 2-0.0 CS'. DEFL. in (loc) Udell U rd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) -0.00 6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.04 HOR(CT) 0.00 4 Na Na BCDL 10.0 Code FBC20171rP12014 Matdx-P Weight: 23 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc puriins. BOT CHORD 2x4 SP N0.2 GOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x45P No.3 REACTIONS. (Ib/size) 2=272/0-3-0, 4=272/Oa-0 Max Hors 2=-42(LC 10) Max Uplift 2=-130(LC 12), 4=-130(LC 13) FORCES. fib) - Mu. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BOTCHORD 2-6=01254,4E=0/254 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vut=160mph (3-second gust) Vasd=124mph; TCDL=4.2psU,, BCDL=5.Opsf; hot 5ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and fight exposed ;GC 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 nonconotment with any other live loads. 4) • 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. 5) Provide mechanical connection (by others) or truss to bearing plate capable of withstanding 130 Ili uplift at joint 2 and 130111 uplift at joint 4. Water P. Finn PE No.22899 Milk USA, Inc. FL Oert 6634 6904 Parke Fast BNd. Tampa FL 33610 Date: March 15,2019 ®wARNINo.Vedfy Easlpnpammetementl READNOMONTNISANDINCWDEDM REFEftENCEPAOEMd-7C3...1wdd/fef49EPOREDSE DeelgnvelidWow oniywith MBete connedors. This design is based only upon pammdess shown, and is foran gunning binding component,not '• a buss system. Before use, the building designer must wriffthe awoubiNy of design parameters and property NcosponAe Nis design Into the memA buiidingdesign. Brecing Indicated Is to pmvent buckling oflnlMdual buss web anNorthord members only. Adddlonal temporary and permanent belong WeIC Is always required for stabiidy and to prevent collapse with position personal injury and property damage. ForgenmN guidance regarding the tabdution, stompe.delivery, erection and bracing oftmseae and Imes systems. we ANSIy fQ.MNy Cr da,USB .dBCSIBulldtMComponent 69M Parke Ead Blya Sansylnfolnwtl.n available from Tmas Plate Institute, 218 N. Lea Street, Suite 312. Alexandria, VA22314. Tampa, FL state Job Trvss Truss Type Oty Ply T16528806 1694334-TREFELNER-RO J1 Jack -Open 8 1 Job Reference o tidnal Builders First Source, Plam City, FL-32566, bzAusuec ozmdmi exnmusarov,mo. rnrwm ramao:auawm Paget ID..lHkS%fxc fCVBWpglatmTJmmjPSD60)UB On8rvd89MsBb35wOGfwKamATfCvmisE -2-M -00 2b -0-0 Scale -1.9.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) UdeO L/d TCLL 20.0 Plate Grip DOL 125 TC 0.48 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ved(CT) .0.00 2 >999 180 SCLL 0.0 Rep Stress Ina YES WB 0.00 Hom(CT) 0.00 3 We rda BCDL 10.0 Cade FBC2017/TPI2014 flight LUMBER - TOP CHORD Zed SP No.2 GOT CHORD 2K4 SP No.2 REACTIONS. (lb/size) 3=89/Mechanical, 4=10/Mechanical, 2=260/0-3-0 Max Ho¢ 2=64(LC 12) Max Uplift 3=89(LC 1), 2-154(LC 12) Max Grav 3=79(LC 8), 4=19(LC 3), 2=260(LC 1) FORCES. (lb) - Max CompJMac. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 2441190 Weight:7 in FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-D-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.OpsF h=15ft; Cal II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C EMenor(2) zone; cantilever left and right exposed ;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcument 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 6t 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 89 lb uplift atjoifd 3 and 1541b uplift at joint 2. % %,`CEF1 P,R//// LENS .2 /0 F No 22839 n n� 'fr Walter R Finn PE N022639 Mrfek USA, Inc. R. Gen 6634 6904 Parke Fast Blvd. Tampa FL 33610 Date: March 15,2019 ®wARNINe -VMry peslpn paranrMn antl READ NOTES ON MIS AND INCLUDED AtmEN REFERENCE PAGE M1.rn3.. 100001,1015 BEFORE IRE Design valid foruse onlyiena hi connectors. nis design Is hosed only upon parameters shown, and is foran InCiNdual bu ding component me a buss system.Before use.ue bulking deeignermust verilythe a"ficabiity ofdesgn parameters and pmperyincorporm Nis design into the overall r bulldingdesdii. Bracing uditated is to prevent analing of indivkuel base web and/or chord members only. Addional temporary and pereamem Bracing MiTeW 7 IS always mqutred far stability and W prevent collapse with possible personal may and pmpedydemage. Forgenere guldance regarding the fabdeatlon.Mrege.delivery, erection and bracing eftNeses and buss Wsbas. we ANSI/IOuolly afteds, DS&e9 endBCW Building Componarrt M4 Perko East BNd. Bareylnbrnrotlon avallable hors Tress Plate lnstiMa, 218 N. Lae Slra t sure 312. Aleaendda, VA 2Y314, Tampa, R. MID Job Tuss Truss Type Oty Pty T16528807 1694334-TREFELNER-ROJ 3 J. Open 7 1 Job Reference o dons Builders First Source, Plant City, FL-32566, B.zaus uec b zmumu ea lraeusmes, run rn mar ID ur..w:ae am rd9eI IDtikSXlxc fCVBWpglaanTJrangPSD60X1B_OnervA89b%bsBb2RwNDhvKamATfCvzalsE -2-0-0 309 zoo I yap -, Scala =1:14.6 0-2-T 2-9-8 LOADING (psf) SPACING- 2-09 CSI. DEFL in (loc) Udeg Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Veri(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Ven(CT) -0.01 24 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 rule Na BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 131b FT or 20% LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=33/Mechanical,4=28/Mechanical,2-262/a3-0 Max Hoa 2=112(LC 12) Max Upl'dt 3=-46(LC 12). 2=120(LC 12) Max Grew 3=37(LC 19), 4=56(LC 3), 2462(LC 1) FORCES. (b) - Mac CompJMac Ten. -All forces 250 glo) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc putting. BOT CHORD Rigid ceiling directly applied or 1 D-0-0 Be bracing. NOTES- 1) Wind: ASCE 7.10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psQ BCDL=5.Dpsh h=15ft; Cat. I I; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exter or(2) zone; cantilever left and right exposed ;GC 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 nonconcument with any other live loads. 3) • 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 Wit fit between the bottom chord and any other members. 4) Refer to girder(s) for trues to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 46 lb uplift at joint 3 and 1201b uplift at joint 2. ,,4A111 111111111�I ��s •(ER, P. R ,, �G.E Al SF�'1' No 22839 ,53.. OF ��/ -••nnun•- Waer P--Flnn PE No22939 -Mifek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 15,2019 ®WARNING-Vm*y ignpvametenarMREADNDTESONTNISANDINCLgDEDNrrIXBFFEN CEPAGEM-1QJM. inp.V101a BEFOREIAE essew Design vaed forum anly wit MmeMconneotom. TOIs design Is based only upon pammetem shown. and Is far an asAdual buWing component, not a trumsystem.Berate use, to building designer must verify toapplitealliyofdeign parameters endprepeM Incorporate tb design iNothe .rail Ala Wlldingdesign. Brecing Isolated late prevaM buokling ofindWidual Wa3web endlarohod members only. Addeonal temporary and permanent bmdng MiTeW Is always mqulred for stabllly and k prevent collapse with possible personal injury and prepeM damage. For general gulaium regaNing the fabdtaten.storage, denary, emdion and losing oftrames and Was systems,... ANSI 11 Quollry groups. DS"S odadf l Building Component Bods Parke East BNtl. SWayleformayos ine latm Rom Truss Palo InstlWle, 218 N. Lee garnet, Sube 312. Alexandra, VA 22314. Tampa, 11 36610 Job Truss Truss Type Oty Ply T1fi528B08 1694334-TREFELNER-ROJ J3S Jack -Open 1 1 Job Re (erence LoptMdraq Builders First Source, Plant City, FL - 32566, - 8.24u s uec 6 2018 Mi lek Indusuies, Inc Fd Mar 15 07:30A0 2019 Pagel ID:61kSXfxc fCVBWpglatmTJramjP-wPgo1NCC95GiXniLRZOrP081yKJFONak?gDCkLrelsD Seale: 1"-1' 2x4 = 2�� 2541 LOADING (psQ SPACING- 2-0.0 Cat. DEFL in goo) 9de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 1-3 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) .0.01 1-3 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 2 n/a n1a BCDL 10.0 Code FBC2017TTP12014 Matrix-P Weight: 101b FT=20% LUMBER- BRACING - TOP CHORD 2c4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=10410-3-0, 2=76/Mechanical, 3=28/Mechanical Max Horz 1=74(LC 12) Max Uplift 1=24(LC 12), 2=78(LC 12) Max Grant 1=104(LC 1), 2=76(LC 1). 3=56(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=S.Opsf; h=15ft; Cat. II; Exia C; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;GC for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grid DOL=1.60 2) This truss has been designed for a 10.0 pat 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 24 lb uplift at joint 1 and 78lb uplift at joint 2. 001SR1P; CEN, No 228 Waller P. Finn PE No.22839 MITek NSA, Inc. FL Cori 6634 6904 Parke East Blvd. Tampa R. 33610 Date: March 15,2019 ®WARNING-VoWdaignpaMMMMaWREADNOTESOMTNISANDINCWDEDAgrEKRS NCEPAGSWR7M...fa11aOI58EFOR ME * �e Desire valid nor use onlywIM MITealla. nedora. Tre design Is based only upon parameters shown, and is Toren edMduel building sumponent, not a truss system. Before use, Me building deslgne ndest v" the applirabNry o/design parameters and properly hsarporete this design tooth.overall buildingdesign.Boost, indicated is to anesding oflndMdualWsame andlorchord members only. Andbionaltempmary, and permanent bossing f/Y�• WOW prevent is always reWhed kr stability and to prevent callepseweh possible personal Injury and prop ydamage. Forgeneratguidanceregarding Ue lebncetion, storage, delivery, erection and banding oftmssea and truss systems,sae ANSUFF11 Dually CdNda, DSCA9 antl SCSI currying Component 69M Parka East 13W. Sareyrnformadon ayallable from Truss Plate InSterfe, 218 N. Lee Street, Suite 312, Ahovndda, VA22514. Tampa, FL 36610 Job Truss Truss Type oty Pry T16528809 1694334-TREFELNER-ROJA Jack -Open 7 1 Job Reference o tional Builders Foist Source, Plant City, FL-32566, I 8240 s Dee 62018 Milrek Indusbtes, Inc Fri Scale =1:19.5 Plate Offsets (X,Y)— 12:0-2-O,Edge) LOADING (pal) SPACING- 2-0-0 CSL DEFL In (Ioc) Odell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(L-) -0.03 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Ved(CT) -0.06 2-4 >897 180 BCLL 0.0 ' Rep Sbess Ina YES WB 0.00 Horz(CT) -0.00 3 Na rda BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=105/Mechanical, 4=48/MechaNcal, 2=318/D-3.0 Max Horz 2=161(LC 12) Max Uplift 3=113(LC 12), 2=126(LC 12) Max Gray 3=105(LC 1), 4-96(LC 3), 2-318(LC 1) FORCES. (Ile) - 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 purling. BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=5.Opsh h=15ft; Cat. It; Exp C; End., GCpl=0.18; MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 4-0-0, Irdefior(1) 4.0-0 to 4-11-4 zone; cantilever left and fight exposed ;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This trues has been designed for a 10.0 pod bottom chord live load noncancuneM 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) or truss to hearing plate capable of withstanding 113lb uplift at joint 3 and 126lb uplift at joint 2. No 22839 90, A OF•,�v�4: O R 10 i-'asS,ONA' 1111 Waller P. Finn PE No22639 Milk USA, Inc. FL Cert 6634 6904 Parke Fast Bud. Tampa FL 33610 Date: March 15,2019 ®WARNING -Verily deelgn pemaml era and READ NOTES ONTNIS AND NICWOEO MREK REi81ENCE PAGE B&1gi m. 10mgRaf a BEPoRE WE wasea Design sold for use only wIN MRelk®connedo s. ms design Is based only upon odometers shown, and Is for as bacnidud building mmpenent, not *�1 a uses system, gold. use, the building designer mud wally Me applimblay of design parameters and propery Incorporate thlsdmign INONe ovmall l- bdadugdesign. SmalllndemodIstosolvent bucklingaflndiAduelbuss web anworchommembers only. Addblonaltemporary and pemmnantbmdng MjTQk� Is dwsys required for stability and Mprevent collapse ash possible pe..bl Injury and property damage. Fergenmdgu1Mmce taming Me fabrication. dodge, Cauvery, erodien and lending of busses and urns. a disons.see ANS17P11 OmMor CddNa, DSBda and Be& Building Componord ggp4 parka Eed BIM. 3elorylnh/metlon available hors Truss Plale Institute.218 N. Lee Slreei Suds 312. Alexandria, VAM314. Te114les 36810 EMse Job Truss Truss Type Ory Ply T76528810 7694334-TREFELNFR-ROJ JSS Jatic-0pen 1 7 Job Reference (optional) 8u1ders First Source, Plant City, FL-32566, plmE 824ua use u 2ul B MI I eK indus les, Ind. Fd Mar lD Uf:30.4l 2019 Pagel ID.1HkSXfzc_tCVBWpglatmTJzaNP-OCEAyjDFWPOZWM%7GX4xchL4kOP7gptDUymGazelsC scale =1:18.1 624 4-M LOADING (psp SPACING. 2-0-0 CSI. DEFL in Qoc) gde0 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Ven(LL) -0.03 1-3 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.06 1.3 >897 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 HOrz(GT) -0.00 2 Wa We BCDL 10.0 Code FBC2017rrP12014 Matrix-P Weight: 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD Structural wood sheathing directly applied or 5-D-0 co pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=178/0-3-0, 2=130/Mechanical, 3=48/Mechanical Meer Holz 1=124(LC 12) Max Uprdt 1=42(LC 12), 2-131(LC 12) Max Gray 1=178(LC 1). 2=130(LC 1). 3-96(LC 3) FORCES. Qb) - Maz. Comi,JMa Ten. -All forces 250 0b) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vulr160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=5.Opsf; h=15f1; Cal. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever 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 nonconcurent 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 42111 uplift at joint 1 and 131 lb uplift at joint 2. J�OPIER'P..I FAN �O No 22839 9O % A OF<ly�: p�ss�........ ... IN E;PW Walter P. Finn PE No22889 MITek USA, Inc. FL Ced 66M 6904 Parks East Blvd. Tampa P.33610 Date: March 15,2019 AWARNINO-Vddy dealer Parameters endREADNCIES ONTNISAND INCLDDEDMIrENREMENCEPAGEAdIrW3 ov,fa0.Hlpfe BEFORE USE • Design V61M for...ra v 01 MNeke...do.. This design IS b.W mly Ypen pa2meleR dman. and Is f.ren IndMdYBi WWI, areponere, not Sao a Wsssystem. Before use, 0e buik ing deslgnermud vedyme applicablayoldealgn parameters and properly lOwmdate this dodge We the overall buildrgaed9n. Bradeg Indicate! is to prevent buelding ofindlWdual Wasweb andlorchord member only. AddMonaltempomry and pormanem bmtles Met( Is always required for daintily and W prevent collapse wlm possLle parsnal III., and prepedy damage. Forgeneml pugence regenling Na fabrication. storage, detivery,ereNonand bmcing dresses and Mrsa systemms,we Afvi lGaelliy ensure, DSBA9 and bad Bromide Componont 9904 Parke Fad Bled. Safety lNo rds6em evalleble poor Tres Plate ImtXule, 218 N. Lee street, sebe 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Tress Type Dry PIY T76528811 1694334-TREFELNER-ROJA J7 JackSOpen B 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8240a Dec 62018 MrrFek Industries. Inc. Fill Mar 15 07:30:42 2019 Pagel 1D.VMXBrcfL'V8WpglabnTJzamjP-sooY93DthAM0n4skY 2JUPDTBBHhsH3DS7iJpEwIsB -2-0-0 7-00 2-0-0 7-0-0 Scale: 17=1' 02-6 a." LOADING (ps0 SPACING- 2-0.0 CSi. DEFL in (loc) Udell Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Ved(LL) 0.14 2-4 >6D2 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.20 2-4 >402 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 3 rda n/a BCDL 10.0 Code FBC2017fTP12014 MatmfSH Weight: 26 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or2-0.2go, purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 16D0 oc bracing. REACMDNS. Ob/size) 3=159/Mechanical, 4--75/Mmhanical, 2o385/D-3-0 Max Hoa 2=211(LC 12) Max Uplift 3=150(LC 12), 2=139(LC 12) Max Grav 3=159(LC 1). 4=124(LC 3), 2=385(LC 1) FORCES. 0b) - Max. CompJMax. Ten. - All forces 250 pb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=S.OpsF h=15ft; Cal. 11; Exp C; End., GCO4.18., MWFRS (envelope) and C-C Extedor(2) -2-0-0 to 4-0-0, Intenor(1) 4-0-0 to 6.11-4 zone; cantilever left and tight exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconwrram with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in ell areas where b rectangle 3-6-0 tall by 2-D-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 150 lb uplift at joint 3 and 139Is uplift at 2. I III/III, joint I\III JER P gyp%%% a No 22839 1. t7:wa �ew •� 0: a % :'< P, O R Q-> N A%-�� .O`. Walter P. Finn PE No22839 MRek USA, Inc. FL Cent 6634 6904 Park® Fast Blvd. Tampa FL 33610 Date: March 15,2019 ®WARNING- Vaft daslgaparameave sadR NOM oN1USANDINCLUDED MIEI(REFEIrENCEPAOEdCF7a13 ray. tsetr2015 BFEOREIISE. a — Design valid for use only with MITeMeconedais. ThN design Is based only uses pammdere shown, and Is forms IndWdual bullding mentioned. net a suss system. Baron use, the building designer must verily Me app8mbitiry of design parameters and pi etyNwmorete the design into Ne dames buldlogdeslgn. Bracing indicated is b prevent bucking of lndAdual truss web mailer shad members any. any. Motional temporary and permanent bracing Met(Is Mason; requmil her Monty and to preyed collmpsawMh poaeible personal lnlury and pmpedy damage. For general guilanw tuned ing the labdcown,storage, dellvary,eredbn and Mason oftesses and cuss t dems, see ANSYnNI Duaey Crtteda, DS"h) oadil= Building Componmut g9g4 Page ad B� SaretylMmmaDon evmilebia Mom Truss Plate Mantde,218 N. Lee thawt Suite 312, Alexandde, VA 22314. Tents, R. 36610 Job Truss Truss Type Qty PIY T76628812 76993347REFELNER4i0 J7S Jed(.Open 2 1 Job Reference (optlanep Builders First Source, Plant City, FL-32566, - 8.240s DeC, 62018 MDeklndusbies, Inc. Fd Marl507:30A22019 Paget ID:WkSXfxCfCVBWpglatmTJzamjP-woY93DIh',WQn4skY 2JUpDM8FDsH3OS7iJpEzalsB LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No.1 BOT CHORD 2x4 SP No.2 i kff-� SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017/TPI2014 Scale=1:21.8 Cal. DEFL in (loc) /deg IJd PLATES GRIP TC 0.78 Ved(LL) 0.18 1-3 >465 240 MT20 244/190 BC 0.76 Vert(CT) -0.21 1-3 >394 180 WB 0.00 Horz(CT) -0.00 2 rda Na Matrix-SH Weight: 22 lb FT-20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-4 ce puffins. BOT CHORD Rigid ceiling directly applied or 9-8-4 oc bracing. REACTIONS. (Ib/size) 1=252/0-34, 2=170/Mechanical, 3=8211fechaniral Max Hoa 1=173(LC 12) Max Uplift 1=61(LC 12), 2=157(LC 12) Max Grav 1=252(LC 1). 2=170(LC 1). 3=125(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=5.Opsh, h=15ft; Cut. II; Exp C; End., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) 0A-8 to 6-1-8, Imedor(1) 6-1-8 to 6-11-4 zone; canfilever left and right exposed ;GC 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 noncencurreht with any other live loads. 3) • 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. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 61 lb uplift at joint 1 and 157 to uplift at joint 2. 11111111111 �\Is,, P, SAP • g.E N s �'1' ��'. No 22839 ' Wager P. Rnn PE No.22839 MITek USA, Inc. R. Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: March 15,2019 ®WARN/ND-VMrytleek. pennrefers IWREAD NOTES ON THISAND/NCLUDEDM REfEEltENCEPADEM 7411.. 111014bleg BEFOREUSE Design valid for use onlywah MIT09manedors. This design Is based only upon paremeters Mown, and Is loran IndiAdual lending wmponsM, nor ISO' show system. Based use, the bulking designormust vedfythe appliceblRyoldesign pammeons and properlyrmryalele this design had has ovens buildingdesign. Bradng Indicated la to bucking of lndiudual Was web arWw shod members only. Addnondficaponry and permanent swing MiTeK passed Is always required rr atabllily and to prevent Collapse with possible perwnal In1u y and papeM damage. Forgeneml guldan a regaling the fabdwtdn,storage,deadly. erection and bascrg ofbuwas and lmss Wiesen, we ANSDTPII Duality CNreco,DSB-59 and SCSI authors Component 69U Pake East finds. SolelyNdormatlon available Wm Tmu Pleas lnstlWr.21e N. Lea SUeel, Suge 312, AIexeMda, VA p2314. Tampa, R. Mal Job TmsS Truss Type Oly Ply Ti6528813 1694334-TREFELNER.ROJ JI Diagonal Hip Ginter 4 1 Job Reference(optional) Builders First Source, Plant City, FL-32566, i 8.240 s Dec 6 2018 MiTek Industries. Inc. Fri Mar 15 07:30:432019 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (too) Udell Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(L-) -0.08 2-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Vert(CT) .0.08 2-7 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.30 Hom(CT) 0.01 6 nda n/a BCDL 10.0 Code FBC2017rrP12014 Mat ix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=133/Mechanical, 6=276/Mechaniml, 2=501/0-4-4 Max HDrz 2=242(LC 4) Max Uplift 4=-136(LC 4), 6=108(LC 8), 2=301(LC 4) Max Grev 4=133(LC 1), 6=285(LC 35), 2=535(LC 35) FORCES. (lb) - Max. Comp fMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=709/237 BOT CHORD 2-7=311/574, 6-7=3111574 WEBS 3-7=01267, 3-6=619/335 Scale=1:23.6 PLATES GRIP MT20 2441190 Weight: 44lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or5-11-13 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0.0 0o bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psY BCDL=5.Opsf; h=15H; Cat. II; Exp C; End., GCpi=0.18; MWFRS (envelope); cani lever left and fight exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 per bottom chord live load nonconcunem with any other live loads. 3) . This truss has been designed for a live load of 20.Dpsf on the bottom chord in all areas where a rectangle 3-&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 1361b uplift at joint 4,108 lb uplift at joint 6 and 301 Ib uplift at joint 2. 6) 'NAILED" indicates 3-1 Did (0.148")3) or 2-12d (0. 1 48'k3.25") toe -nails per NOS guicilines. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as (nand (F) or back (B). LOADCASE(S) Standard 1) Dead ♦ Rcof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (IFIQ Vert: 1-4=-54, 2-5=20 Concentrated Loads Ila) Vert: 8=86(F=43, B=43) 10=82(F=54, B=28) 13=40(F=20, B=20) No 22839 March 15,2019 ®wARining. edry dulpnpemmerem and READ NOiE5 ON MMMDINCLUDEDd41F.NREFERENCE PAGE 1101.703.. 10942afSBEFORE USE ' Design vdld forum only with MlTeke mnnectom. This design Is based only upon parameters shown, and is for inditltlual building component not a buns system. Before use, the building desigmrmusi ve* the applimbilily of design pardmetersand property inmrporem this design [Me NB overall bulldingdesign. arming indcaled Into proven budding eflndividualWm web anworchord members only. Additoneltempoidraetpelmanersbracing always required! for stabllM and to prevent mllepm wM Possmle personal injury and properly damage. For general guidance regarding the Welk' Iebdmtlo0, itdrege, tlelively. eR1110e and bRCing Of iNeses slid WSn SySt&Iq. EBB Ahf I f Duethy CrNade, DSB85 end Bad Building Component Saretyluldro i.o Molls afrom Tmn Plate InngWle, 216 N. Lee Sireot Sude 312, Alexentltle, VA22314, e9N Pare East Blvd. Tampa,FL 35610 Job Truss Truss Type Oty Ply T16528814 1694331TREFELNERROJA 4 Valley 2 1 Job Reference o 6onal Builders First Soume, Plant City, FL-32566. ad i 8.24D s Dec 6 2U18 Mit art lnaasmes, Inc. Fn Mar 10 07:30:44 ZU19 ID:IHkSXfxc fCVBWpglatmTJnrrjP-pBwJaIF7DKmB000BgP5n7EJOKx3FKBZJvRBO 3x4 = 2 Zx4 Stale -1:7.7 i Plate Offsets IX Y)— [2:0-2-0 Edael LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/de0 L/d PLATES GRIP TOLL 20.0 Plate Gap DOL 1.25 TC 0.07 Vert(LL) Na - nla 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) No. - Na 999 SCLL 0.0 Rep Stress Inca YES WB 0.00 Hoa(CT) -0.00 3 Na Na BCDL 10.0 Code FBC2017frP12014 Mataz-P Weight: 101b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. fib/size) 1=10113-11-0,3=101/3-11-0 Max Horz 1=14(LC 8) Max Uplift 1=35(LC 12), 3=35(LC 13) FORCES. fib) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structuralwood sheathing directly applied or 4-0-0 oc purling. BOT CHORD Rigid ceiling directly applied or 10-0.0 Me bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4,2pst BCDL=5.OpsF h=15ft; Cat, II; Exp C; Encl., GCp7i=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord beading. 4) This truss has been designed for a 10.0 psf bottom chord live load noncenarrent 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 5t between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 35 lb uplift at joint 1 and 351b uplift at joint 3. Bate: �ER . f FAN ee, 6 E N ;:' No 22839 as March 15,2019 A wARNINa- Varydasignpsamemrs aMREADNOT£S ON 7NISANDINCLUD£014nEKREFERENCEPA0EW-702 M. IM901e SEFOREIAE Design valid for use onlywhh MDebiscunnecturs. This design is based only upon parameters shown, and Isfor an IndlMdual building component, not a truss system. Before use, the building designer mustvedyme applicability of dad9n parameters and proper"wrpoate Nis design Into the o r ag r bu0dbgdeslgn. Ba ginNcatedistopmventbuWngo(individual Wsawaband/orchoNmembeaony. AddamritempomryandpermeneM trading pa MiTek- Is Sarno required for Sund y and to pavent collapse with possible personal injury and property damage. For germal guidance regarding the f0dca0on, suage. daWery, eredlan and oni oftrosses and Wse"Moms. tee INSI?Po1 Dually canvas, DSBeg and SCSI Building Component 6904 Parke at BNd. Salerylnformetlon availablehom Tmu Plate Insg .219N.Lae Street,Suhe312,Mexandda,VA22314. Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 31 " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0';16 r I For 4 x 2 orientation, locate plates 0- v4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. `Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. loons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI1TPI1: 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 I I dimensions shown ixteenms (Drawings not too scale) 1 2 3 TOP CHORDS ❑ 0 O 2 U a 0 F JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, 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 ANSIlTPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved G MiTek® MTek Engineering Reference Sheet: MII-7473 rev. 10103/2016 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, indwidual lateral braces themselves may require bracing, or aftemative 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. Placeplates on each faceof truss at each joint and embed fully. Knots and wane at Joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS1rrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19-A at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant. preservative treated, a green lumber. 10. Camber is a non-sWcturel consideration and is the responsibility of truss fabricator. General practice is to camber for dead had 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 chards must be sheathed or puriins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 f. spacing, or less, d no ceiling is installed, unless otherwise noted. 15. Connections not shown are pie responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green ortreated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSUTPI 1 Quality Criteria.