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Home My WebLink AboutTrussGEARING HEIGHT R7ADADC71�I�A�A��IIIF711CG�A�I�A�A�ADII�I�I�IF-.i,R IE�ilail:��■iei�nr��ii�■I■��f�i■i�frill��Ei i 1I 1 I I III I I I I' i IIG C9I I� O , _•• I��=1111 O .. i� 1I- -I1 O. , III ii 'jllllllllll�■I!!I!IlI�\ . PA AM -.., Ill1llll�I�, '✓��.�l:!liili•I�liill4 81-8' First Floor 81-0' Second Floor NOTES: !) ALL TRU59E51DY.LWNRG TRU55E5 UWER ALL FRAMNG) MRT BE CONPLEFELY DEoED OR REFS TO DETAR VN5 FOR ALTERNATE BRACING RE/AIIRFARNT5. ?) ALL VALLEY5 ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.) ALL TRUAE5 ARE DE516 ED FOR 2 0c MA BW SPACING UM-E% OTHER'i15E NOTED. 5.) ALL WALLS SHOMR ON PIACENEAT PLAN ARE CONSKERED TO BE LOAD BEARING. UN.E%OTHERWISE NOTED. 6) 5Y42 TRU55E5 W5T BE WALLED WITH THE TOP DENG W. V.) ALL ROOF TR HANGER5 TO BE 51WWN HTU26LNLE%OTIERVI5ENOTED. ALL FLOOR TRLKA HARGE05 TO BE 5E95ON THA42R LME55 OWEEM5E NOTED. B.) BEAMMEADEGLINTEL M1Dn TO BE FURNISHED BY BUILDER. TMS LAYCUT 15 THE 50.E SOURCE FOR FABRCATMa MFhE5 AND VW2 ALL RUM ARMTECTWA- CR ORR M%LAYOUT5. REVEVABDAFPRO/ALOFTHSLAYNI1101 BE REUTiED BEFORE ANY TWES VU BE MALT. WT ALL EONATFOA5 TO MAKE A6WS1 aWffi TIMT RBLR UT IN EXTRA (HU95 TO TOat hyuhd hbh Rm : \Builders . FirstSource Orlando PHONE: 407-691-2100 FAX 407-051-2111 Plant City PHONE: 95J59-5951 FAX: 613A57-1532 K.Hovanian Homes L Emerald -A tnuf : Lot 5 RerHF1: a �11/19/19 TGIRW RE: EMERALD -ES - Site Information: Customer Info: K Hovnanian Homes Lot/Block: 5 Address: ., . City: Port Saint Lucie Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Project Name: WS0005 Model: Subdivision: Waterstone State: FL MiTek USA, Inc. 6904 Parke East Blvd. Emerald-ATampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: „ License #: Address: City: State: GenerarTruss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: 55.0 psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss.Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. 72M 1 2 3 4 5 6 7 8 9 10 11 12 14 16 18 19 20 21 22 Seal# T18699076 8699095 8699096 8699097 Truss CJ01 CJ33 CJ5 EJ2 EJ05 EJ7 FG01 FG02 FG03 FL01 FL02 FL03 FL04 FL05 FL06 FL07 HJ2 HJ05 HJ7 T01 Name Date No. Seal# Truss Name Date 23 T18699098 T02 11/19/19 24 T18699099 T03 11/19/19 25 T18699100 T04 11/19/19 26 T18699101 T05 11/19/19 27 T18699102 T06 11/19/19 28 T18699103 T07 11/19/19 29 T18699104 T08 11/19/19 30 T18699105 T09 11/19/19 31 T18699106 T10 11/19/19 32 T18699107 T11 11/19/19 33 T18699108 T12 11/19/19 34 T18699109 T13 11/19/19 35 T18699110 T14 11/19/19 36 T18699111 T15 11/19/19 37 T18699112 V01 11/19/19 38 T18699113 V02 11/19/19 39 T18699114 V03 11/19/19 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource - Plant City. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. ,%% 0..pB 80 T E OF ` %, • .off O Ft 1 O P � ��,� Thomas A. Albert PE No.39380 MITek USA, Inc. Fl- Cart 6634 6904 Padre East Blvd. Tampa FL 33610 Date: November 19,2019 Albani, Thomas 1 of 1 Job Truss Truss Type Oty Ply T78699076 EMERALD -ES CJ01 Comer Jack 4 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 1911:36:29 2019 2x4 = ST1.5X6 STP= LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.00 2 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 1 Na BCDL 10.0 Code FBC2017/TP12014 Matmelp LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (II 3=-8/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max 12=35(LC 8) Max Uplift 3=-B(LC 1), 2=-107(LC 8) Max Grav 3=18(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:6.1 PLATES GRIP MT20 2441190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II;1 B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and fames & 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) 3 except Qt=1b) 2=107. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this Component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A.Albani PE No.39388 MTek USA, Inc. FL Cart 6834 6984 Parke East Blvd. Tampa FL 33618 Date: November 19,2019 Q WARNING- Verity deafen paremeten and READ NOTES ON MIS AND INCLUDED MITEK REFERANCEPAGE MS74Ta rev. iDNY2015 BEFORE USE Design valid for use only with Mi connectors. This design Is based only upon parameters shown, and Is for on Individual bulltling component, not a truss system. Before use, the building designer must 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, AddItanal 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 WOW fabrication, storage, delivery, erection and bracing of tl usses and buss systems, seeANSVIPtt Ouollh Criteria, DBBd9 and BCSI Building Component Pence Blvd. InfDrmalbnwolloble ham Truss Plate Iruinute, 218 N. Lee Street, Suite 312. Alexontlrlo, VA 22 14. Tampa, FL 3610 Tampa, 3361 Job Truss Truss Type r Oty Ply T18699077 EMERALD -ES CJ1 Comer Jack 8 1 Jab Reference (optional) ou iaers nrst bource, riam any. rL - beaab, b.e4u s dui i4 euiv ml i eK mausmes, Inc. l u6 Nov v i i:ao:Ju 4u i u 2x4 = Scale =1:6.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.16 Vert(LL) -0.00 2 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) -0.00 2 >999 18o BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-P Weight: 5lb FT=20% LUMBER- BRACING- - TOP CHORD 2x4 SO No.3 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=-4/Mechanical, 2=121/0-3-8, 4=10/Mechanic I Max Horz 2=34(LC 8) Max Uplift 3=-5(LC 13). 2=-78(LC 8) Max Grav 3=14(LC 8). 2=121(LC 1), 4=19(LC 3) FORCES. (Ib) - Max. CompJMaz. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A.Albanl PE No.39380 NTek USA, Inc. FL Carl 8634 6904 Pafka East Blvd. Tampa FL 33610 Date: November 19,2019 A WARNWG- Verily desi9nparemereroead READ NOTES ONTNISAND/NCLUOEOMREKREFEHANCEPAGEMI74larev. 16N3aOISSEFOREUSE Design valid for use only with MRelrt+ connectors Tpls 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 desl8n Into the overall bullding design, Bracing Indicated a to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with posslile personal INury and property damage. For general guidance regarding the storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Quality CdNda, DSB49 and BCSI Building Component Sabfy Informarbnavoilobie from Taus Plate InsBNte, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd.fabrication, Tampa, FL 33610 Jab Truss Truss Type Oty Ply T18699078 EMERALD -ES CJ03 Comer Jack 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566. 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:29 2019 Page 1 ID:VH W DrOmBnrebgkOSNfKX?FyquAG-aOFOwMwCL1 Fa54GDe2Hy4ivtaJsy4B?4KY6oyHdl W Scale =1:9.4 2A = STI.5x8 STP= LOADING (pSQ SPACING- 2-0-0 CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(1 -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 LumberDOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr VES WB 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structure[ wood sheathing directly applied or 3-0-0 op purlins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=52/Mechanical, 2=18710-8-0, 4=26/Mechanical Max Horz 2=63(LC 8) Max Uplift 3=-44(LC 12), 2— 123(LC 8) Max Grey 3=52(LC 1). 2=187(LC 1), 4=52(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-" to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 Ot=lb) 2=123. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any 'particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albans PE No.39380 61Tek USA, Inc. FL Cert 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 QwABNING-whrydeslgnparametersandaEADNOTES ON TNISAND INCLUDED M?EKNEFENANCEPAGEMi lrev. lh 015BEFOREUSE Design valid for use only with MBeIsf) connectors. This design Is based only upon parameters shown, and s for an Individual building component, not a truss system. Before use, the building designer must verify the appllaablity, of design parameters and properly Incorporate this design Into the overall bulling design. Bracing indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek h always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the fabtication, storage, delivery, erection and bracing of trusses and truss Systems, meANSVIPII QualMMyy CMnIa, OSB4I9.ond BCSI Bu6dhp ComponentSoM1ty InformatbNvallable from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Aliens a. VA2all 4. 6904 Parke EastBNtl. Tampa, 1 33610 Jab Truss Truss Type City Ply T18699079 EMERALD -ES CJ3 Comer Jack 6 1 Jab Reference o donal Builders First Source, Plant City, FL- 32566, 2x4 = 6.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:31 2019 Page 1 ID:YHWDrOmBnrebgkOSNfKX?FyquAG-W LvSg4xdSgblUtFTOegW MNA2lhGSKsaUTOpfBgyHDIU Scale=1:10.8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loot Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 VerI CT) -0.01 24 >999 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017ITP12014 MatriX-P Weight: 111b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=63/Mechanical, 2=178/0-3-8, 4=28/Mechanical Max Horz 2=68(LC 12) Max Uplift 3=-54(LC 12), 2=-77(LC 8) Max Gmv 3=63(LC 1), 2=178(LC 1), 4=56(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=251k Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exte lDr(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-114 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cad 6634 8904 Parke East Blvd. Tampa FL 33810 Date: November 19,2019 A WARNING- Vedrydesl9n paremeMrsend READ NOTES ON TNISAND/NCLUDED M/rEKREFERANCEPAGEM/F74".V. iBNYf015BEFOREUSE Design valid for use only with MBekQa connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent bucding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for Stability and to prevent collapse with possible personal injury antl property damage. For general guidance regarding the fabrication Storage, delivery, election and bracing of trusses and Russ system% seeAN3VIPI1 Quality Ci eM. DSB4 9 and SCSI guiding Component 6904 Parke East Blvd. Safety Infomsatbrrno0oble from Truss Plate Instill 218 N. We Street. Suite 312, Nexcntldo, VA 22314. Tampa, FL 33610 Jab Truss Truss Type Oly Ply T18699080 EMERALD -ES CJ5 Comer Jack 6 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:33 2019 Page 1 ID:YHWDrOmBnrebgkOSNfKX7FyquAG-Sj1 DSmzL_RrTIBPsV2i_SoFIPVwgom3nwilmFZyHdIS -1-0-0 5-0-0 1-0-o I 6-0.0 Scale =1:14.9 2x4 = 5 0.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) gdefl Ud 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 0.28 Verl -0.06 2-4 >909 180 BCLL 0.0 ' Rep Stress [nor YES INS 0.00 Hoa(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017ITP12014 Marl Weight: 17 In F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=122/Mechanical, 2=247/0-3-8, 4=48/Mechanical Max Hom 2=104(LC 12) Max Uplift 3=-99(LC 12), 2=-84(LC 8) Max Grav 3=122(LC 1). 2=247(LC 1). 4=96(LC 3) FORCES. (Ib) - Max. Comp./Mat Ten. -All forces 250 (Ib) or less except when shown. , NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & 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 nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A Alban] PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -Vedtydea/geperemereraendNERDNOTES ONTNISANGINCLUDED MIiEKBEFEHANCEPAGEMI47419rev.IGr3clBEFORE USE Design valid for use only with M6ek® connectors. This design Is based only upon parameters shown, and Is for an InoNldual bulltling component, not a hum system, Before use, the building designer must verify the applicablllty of design parameters and properly Incorporate this design Into the overall building design. Bracing Indebted is to prevent buckling of lndlvlduol fuss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabricallon. Storage, delivery, erection and bracing of trusses and hum systems. soeAN9t/IPI I QualIByCdtoda, D5549 and Ill Building Component 69M Parke East Blvd. Safety Informalbmvallabie from Truss Plate Ins91We. 218 N. Lee Sheet Sulte 312, Alexantlrla, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T18699081 EMERALD -ES E,12 Jack -Open 77 7 Job Reference (optional) nunaers rust source, ream ully, ri-- az000, 2x4 = o.zvu s Jul w ca]tl mu en nmu5urc5, am. I ut, rvuv m „ Scale =1:8.7 z-o-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(L-) -0.00 2 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 2-4 >999 180 BCLL 0.0 ' Rep Stress that YES WB 0.00 HOrz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 8lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=38/Mechanical, 2=143/0-3-8, 4=20/Mechanical Max Horz 2=50(LC 12) Max Uplift 3=-34(LC 12). 2=-70(LC 8) Max Grav 3=38(LC 1), 2=143(LC 1), 4=39(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Its) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) zone; cantilever left and tight exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 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 atjoint(s) 3, 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Albanl PE No.3938D MTek UK Inc. FL Ced 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 QWARNING-Vedfydeelgnpefemefenend READNOTES ON THMANDWCLUDEDMWEKREFERANCEPAGEMIF74n.v, 1011310159EFOREUSE. Design valid for use only with MpeM connectors. ihls design Is based only upon parameters shown, and Is for an Individual bulltling component not ��- a truss system. Before use, the bulltling designer must verity Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent bucMing of Individual hum web and/or chord members only. Addltlonal temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with postlble personal Injury and property damage. For general guidance regarding the fabdcaeon storage, delivery, erection and bracing of trusses and thus systems. seeANSVIPII Qua 01y CSrIIIa, DS349 and 6CSI Building Component 6904 Parke East Blvd. Safety mfofmalbno acliabie from Truss Rote Institute. 218 N. Lee sheet, Sune 312, A seondria. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T18699082 EMERALD -ES EJ05 Jack -Open 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 2x4 = ST1.5xB STP = 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:34 2019 Page 1 ID:YHWDrOmBnrebgkOSNfKX?FyquAG-wwbbl6 VIIzILL_23mDD_OoUOuG0%DJx9M2Jn7yHdIR Sao=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL In (lac) Vdefl Ud PLATES GRIP TCLL 20.0 Plate GOP DOL 1.25 TC 0.45 Vert(LL) -0.03 2-4 >999 240 tJIT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hor4(CT) -0.00 3 n/a file BCDL 10.D Code FBC2017/TPI2014 Matrix-P Weight: 171b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 are bracing. REACTIONS. (Ib/size) 3=114/Mechanica1, 2=253/0-8-0, 4=46/Mechanical Max Horz 2=92(LC 8) Max Uplift 3=-88(LC 12), 2=-139(LC 8) Max Grant 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opst h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-" to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and 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.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 )oint(s) 3 except Qt=1b) 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." Thomas A. Alban! PE No.39330 fill USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: November 19,2019 OWARNING-Verlrydes/gnparemetereend READ NOTES ON THIS AND INCLUDED Mn-EKREFERANCE PAGE MIP74M rev. 140342015 BEFORE USE. Design valid for use only with Mil 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 me appllcablllty of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Acciflonal temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general Dural regarding the fabrication, storage, delivery, erection and bracing of trusses antl Inns systems, seeANSVINI CuipIyCa, D5549 and BCSI Building Component 69M Parka East Blvd. brr Safety Informatwalable from Truss Plate Insfil 218 N. Lee Street. Suite 312 Alexantlda. VA 223Mrrd14, Tampa. FL 33610 Job Truss Truss Type Qty Ply T18699083 EMERALD -ES EJ7 Jack -Open 14 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:36 2019 Page 1 ID:YHW DrOmBnrebgkOSNfKX?FyquAG.tliLjn41GME1ae8QBBGh3RtmEity77pDdgXQsuyHdlP 7.0.0 h0.0 7-0.0 Scale =1:18.8 3x4 = Plate Offsets (X Y)-- 12:0-0-6 Edge] LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 Vert(LL) 0.12 2-4 >681 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.21 2-4 >394 180 BCLL 0.0 ' Rep Stress [nor YES WE 0.00 Horz(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Weight: 231b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=165/Mechanical,2=318/0-3-8,4=81/Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-123(LC 12), 2=-104(LC 12) Max Gmv 3=165(LC 1), 2=318(LC 1).4=125(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.OpsY h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and Tight exposed ; end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" 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 Ile uplift at joint(s) except (jt=lb) 3=123, 2=104. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any . particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.* Thomas A. Alban) PE No.38380 MiTek USA, Inc. FL Cad 8634 $904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -VNrFyEee/Sn,arum.NrardREAONOTES ONTHISAIR)MCLUGEOMITEKREFERANCE PAGE MIFT4Tarex.lbDaac15BEFOHEUSE. Design valid for use only with MlrekO connectors. Th Is design Is based only upon parameters shown, and Is for an Individual bulltling component, not a hum system. Before use, the building designer must verity the appllcabllHy of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing lntllcated is to prevent buckling of individual hum web and/or chord members only. Additional temporary and permanent bracing M!Tel( Is always required for stability antl to prevent collapse with possible personal Injury antl property damage. For general guldonce regarding the fabrication, storage, doWery, erection and bracing of trusses and hum systems. meANSVrPII QUO I@Y CMeM, DS149 and 1051 Building Component 6904 Parke East BNd. mo Safety Infa tbnavcaoble from Truss Rate InstBurse 218 N. Lee Sheet, Suite 312 Alexontltla. VA 22914. Tampa. FL 33610 Job Thus Truss Type Ory Ply T18699054 EMERALD -ES FG01 FLOOR 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:36 2019 1 6xB = 22xa II Scale =1:13.1 SIR = 2x4 It 2x4 II STI.5xB STP = LOADING (psp TCLL 4D.0 TCDL 10.0 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1.00 LumberDOL 1.00 Rep Stress Incr NO Code FBC2017/TPI2014 CSI. TC 0.60 BC 0.46 W B 0.79 MatrixSH DEFL. in Ved(LL) -0.06 Vert(CT) -0.08 Horz(CT) -0.00 (loc) Udell Lid 5 >999 360 5 >943 240 4 Na Na PLATES GRIP MT20 244/190 Weight: 88 lb FT=20% LUMBER- BRACING - TOP CHORD 26 SP No.2 TOP CHORD Structural wood sheathing directly applied ors-7-10 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-5,3-5: 2x4 SP No.2 REACTIONS. (lb/size) 6=3427/0-7-0,4=3427/0-4-0 , FORCES. (III) - Max. Comp./Max. Ten. -All forces 250111) or less except when shown. TOP CHORD 1-6=-2653/0, 1-2=-5325/0, 2-3=-5325/0, 3-4=-2653/0 WEBS 1-5=0/5583,2-5=-2019/0, 3-5=0/5583 NOTES- (5) 1) 2-ply truss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6- 2 rows staggered at 0-9-0 oc. Bottom chards connected as follows: 2x6 - 2 rows staggered 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) Girder carries tie-in sparl 20-6-4 from 0-0-0 to 6-11-0; 17-9-4 from 0-" to 6-11-0 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 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.' LOAD CASE(S) Standard 1) Dead+ Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 - Uniform Loads (plf) Vert: 1-3=-600(F=-500), 4-6=-435(8=-425) Thomas A Alban! PE No.39380 MiTek USA, Inc. FL Carl 6034 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -Verify dasteeparareatemandREADNOMS ON real AND INCLUDED uffEKREFERANCE PAGE AMP7473al 1011XV2015 BEFORE USE. Design valid for use only with Meats 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 appllcablllty, of design parameters and properly Incorporate this design Into the overall bulIdIng design,Brocinglndicated is to prevent buckling of Ir ltlual truss web and/or chord members only, Additional temporary and permanent bracing Is always required for stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance legal me fabrication, storage, delivery, erection and bracing of trusses and Was systems, WeANSUIPiI QuellCrSo, DS849 and SCSI Bull Component Safety InformatioruvcYable from Trial Plate Instfule. 218 N. Lea sheet. Suite 312, Alexantl4a. VA 22314. `■ MiTek' Beef Palle East B ed. Tampa, FL W610 Job Truss Truss Type City Ply T18699085 EMERALD -ES FG02 FLOOR 2 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 1911:36:37 2019 Scale: 3/8'=1' 6x12 MT20H8 = 2x4 11 Sx6 = 5x6 = 3x6 = 2x4 11 6x12 MT20HS = 4x6 II 1Ox12 = 6x12 MT20HS= 2x4 It 20 It 10x12 = 46 II ST1.5x8 STP = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Udefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 _ TC 0.89 Vert(LL) -0.32 9-10 >667 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.61 Vert(CT) -0.43 9-10 >489 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr NO WS 0.82 Horz(CT) 0.03 8 n/a IVa BCDL 5.0 Code FBC2017/TPI2014 Ma1rixSH Weight: 192111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 2-8-10 oc pudins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 7-9,1-13,3-13,4-9: 20 SP No.1 REACTIONS. (Ile/size) 14=1566/0-7-4, 8=3227/0-3-8 FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-14=-1358/0, 1-2=-4011/0, 2-3=-4011/0, 3-4=-8182/0, 4-6=-8747/0, 6-7=-8747/0, 7-8=-2789/0 BOT CHORD 11-13=0/8182, 10-11=0/8182, 9-10=0/8182, 8-9=0/464 WEBS 6-9=-301/40,7-9=0/8660, 1-13=0/3945, 3-13=4446/0,4-9=13M220, 2-13— 317/24, 3-11=0/954, 4-10— 590/0 NOTES- (8) 1) 2-ply truss to be connected together with 10d (0,131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 do. Webs connected as follows: 2x4 - 2 rows staggered at 0-2-0 do, Except member 9-7 2x4 -1 row at 0-9-0 ad. member 1-13 2x4 -1 row at 0-9-0 oc, member 13-3 2x4 -1 row at 0-9-0 oc, member 4-9 2x4 -1 row at 0-9-0 do, member 13-2 2x4 - 1 row at 0-9-0 do, member 3-11 2x4 - 1 row at 0-9-0 oc, member 10-4 2x4 -1 row at 0-9-0 do. 2) All loads are considered equally applied to all plies, except if noted as front IF) 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 floor live loads have been considered for this design. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 5 = 20%. joint 12 = 20 6) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2843 Ib down at 14-24 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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+ Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7=-100, 8-14=-10 Concentrated Loads (lb) Vert: 9= 2843(17 Thomas A. Wbani PE No.39380 MiTek USA, Inc, FL Cott 8834 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING - Verity desIgn parameters nind RiiAD NOTES ON THIS AND INCLUDED MMEK REFFRANCE PAGE MIP7473 rev. 10191AVIS BEFORE USE Cason valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overoll bullding design. Bracing indicated is to buckling individual hum web and/or chord members only, Additional temporary and permanent bracing WOW prevent of Is always required for stability 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 huss systems. seeANSITWI1 Quality Cil 038419 and IICSI Balding Component 69N Parke East BNd. Safely InfamraFbmvallable from Truss Plate Institute. 218 N. Lee Sheer, Suite 312 Alexandrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T16699086 EMERALD -ES FG03 FLOOR 1 2 Job Reference Lop tional Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 ,MED 1 5x6 = 10 7 5x8 = 06 II 46 = 12 6 5x6 = 13 io-n-n 14 Scale = 1:20.1 Sx6 = 46 II 4-0-9 3-10.13 4-0-9 Plate Offsets (X V)-- [1:0-3-0 0-1-121 [4.0-3-0 0-1-12] [5£dge 0-3-8] [6:0-3-0 0-1-121 [7:0-3-0 0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in goc) Udell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.15 6-7 >936 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.43 Vert(CT) -0.20 6-7 >688 240 BCLL 0.0 Rep Stress Incr NO We 0.88 Horz(CT) 0.01 5 Iva r/a BCDL 5.0 Code FBC2017/rP12014 Matrix-SH Weight: 1521b FT=20% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* BOT CHORD 1-7,3-7,4-6: 2x4 SP No.2 REACTIONS. (Evsize) 8=2934/Mechanical, 5=2853/Mechanical FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-8= 1952/0, 1-2=-6600/0, 2-3=-6600/0, 3-4=-6708/0, 4-5=-1970/0 BOT CHORD 7-8=0/679, 6-7=0/6708, 5-6=0/671 WEBS 1-7=0/6128,4-6=0/6249 Structural wood sheathing directly applied or 5-3-8 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) 2-ply truss to be connected together with Tod (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered 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) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. % Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 751 lb down at 0-10-12, 750 lb down at 2-10-12, 750 lb down at 4-10-12, 750 lb down at 6-10A2, and 750 lb down at 8-10-12, and 750 lb down at 10-10-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 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+ Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-100, 5-8=-10 Concentrated Loads (Ib) Vert: 9=-751(B) 10=750(B) 11=-750(B) 12=-750(B) 13=750(B) 14=-750(B) Thomas A Albani PE No.39380 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ,&WARNING- Vedry design pemmeUrnsand READ NOTES ON MIS AND INCLUDED MITEKREFERANCE PAGE 111II-7473ne% f0/0.'4l BEFORE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an Intllvltlual bulldIng component, not �� a muss system. Before use, the building designer must verify the aplollcabity of design parameters and properly Incorporate this design into me overall building design. Bracing indicated is to prevent buckling of Individual muss web and/or chord members only. Addltlonal temporary and permanent bracing M(Te1c Is always required for slablllly, and to prevent collapse with possible personal injury and property damage. For general guldonce regarding the fabrication, storage, calvary, erection and bracing of musses and muss systems, seeANSI/iPll GuoIM CANrIp. D3949 and BC31 Building Component Sol Informallonavollable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Mexandrla, VA 22 14. _ 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type City Ply T18699087 EMERALD -ES FL01 Floor Supported Gable 2 1 Job Reference o tional builders rust bource, manl uny, rL- 32bbb, 0-ft8 a.L4u s JYI lV zu r U mu UK rnaasraeb, IF r uC rvOv is rLuo.YV CVm ye, ID:YHWDrOmBnrebgkOSNfKX7FyquAG-13ysZ92GKbkT3GRC01 KdEH2clJNixxJpXlVd7fyHdIL Scale = 1:34.4 3x6 FP= 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 3x4 II 16 17 18 0 24 23 22 21 20 19 3x4 II 2d-9.12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC 0.08 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) Na - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hoa(CT) 0.00 19 Na n/a BCDL 5.0 Code FBC2017/TP12014 Matdx-R Weight: 96 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. - WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 20-9-12. (lb) - Max Gmv All reactions 250 lb or less atioint(s) 36, 19, 35, 34, 33, 32, 31, 29, 28, 27, 26, 25, 24, 23, 22, 21.20 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 Do. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban PE No.38380 MiTek USA, Inc. FL Cert 6634 6004 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ,&WARNING -Verity design paremefersand REAONOTES ON THISAND INCLUDED MITEKREFERANCEPAGEMX7473mv. IGIFUKe15 BEFORE USE Design valid for use only with MnelFal connectors. IDis 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 property Incorporate Ins 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 Welk' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fobricotlon, storage, delivery, erection and bracing of trusses and truss systems. meANSVTPI I Quality Cmodp, DSE-89 and BCSI Building Component 6904 Parke East Blvd. Bari mformalbmvollobie from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type 0ty Ply T18699088 EMERALD -ES FL02 Floor 13 1 Job Reference (optional) oWNen ru]r oum1:C, rienr Vary, rL- Jeavo, 0-1-8 HH �•5--0 1.5x3 II 1.5.3 = 1.5xd = 5x8 = 1.5x3 11 1 2 3 20 19 o.zvu s am i R zu to mi i all mausmes, inc. r us rvov i e i rao:a i zu to rage i ID:YH W DrOmBnrebgkOSNfKX7FyquAG-DG W EmV3u5mKh000zlosmUaaljUSgDuzmyEBX5yHGIK 171�2-0-0 1714 3x4 = 3x4 = 1.5x3 II 1.5x3 II 3x6 FP= 4 5 6 7 8 01 e 17 16 15 14 3x6 = 5x8 = 3xl2 MT20HS FP = 3x4 = 3x4 = Scale=1:35.0 1.5x3 II 5x8 = 3x4 11 9 10 11 13 5xB = LOADING (psf) SPACING- 2-" CSI. DEFL. in (too) Well L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.92 Ven(LL) -0.36 13-14 >681 360 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.4913-14 >504 240 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.09 12 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING- PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 1061b FT=20l 11%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudlns, BOT CHORD 2x4 SP No.l(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 18=1128/0-7-4, 12=1128/0-33 FORCES. (lb) - Max. Comp./Matc Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3126/0, 3-4=-3126/0, 4-5=-4172/0, 5-6=-4172/0, 6-7=Al72/0, 7-9=3152/0, 9-10= 3152JO BOT CHORD 17-18=011815, 15-17=0/3898, 14-15=0/4172, 13-14=0/3912, 12-13=0/1855 WEBS 2-18=-2075/0,2-17=0/1499, 4-17= 883/0,4-15=-70/684, 10-12=2109/0, 10-13=0/1484, 7-13=-869/0, 7-14=-B2/673, 5-15=-315/0, 6-14=-310/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise Indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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.' Thomas A Alban! PE No.39360 RIM USA, Inc. FL Cad 8634 9904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING- wolly, desl9R parameters and READ NOTES ON MIS AND INCLUDED all BEFEBANCE PAGE Jul rew. la'al 15 BEFORE USE. Design valid for use only with Mnelc® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss 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 Intllvitlual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stablllty, and to prevent collopse with possible personal Injury and property damage, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and trust systems, seeANSVIPl1 Oup1Bs. Cmrrda, Dal and SCSI Building Component 6904 Parke East Blvd. Safety mbrn formalvollable from Truss ift Plate Institute. 218 N. Lee Street. Suite 312, AjexandVA 22314. Tampa, FL 33610 Job Truss Truss Type Cry Ply T18699089 EMERALD -ES FLO3 Floor 4 1 Job Reference (optional) owlaers rural opures, ream miry, rL - azaoo, 0-1-8 H 1 2-5-0I 20 19 o.zausdw wzvro miiert rtmusuros,nm. iue rvuv m u:ao:vcmm rays r ID:YHW DrOmBnrebgkOSNfKX?FyquAG-hS4c_r4WsC_BIZbaXRN5Ji7li7rbPgO64b_k3XyHdIJ 1-7-14 f 2-0-0�i 14.6 5.8 = 1.54 It 3x4 = 1.Sx3 It 1.5x3 II 3x4 = 3x6 FP= 1.5x3 II 2 3 4 5 6 7 8 9 Scale =1:34.6 5x8 = 3.4 10 11 10 3x6 = . 5x8 = 3x12 MT20HS FP = 3x4 = 3x4 = Sx8 = 3x8 = LOADING (psQ SPACING- 2-0-0 1 DEFL in (too) Vdefl Ud PLATES . GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.35 15-17 >697 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.4715-17 >514 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES WB 0.70 Hom(CT) 0.08 12 Na ril BCDL 5.0 Code FBC2017/TPI2014 Matrix-SH Weight: 105 lb FT=20%F, 1ME LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N0.1(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 18=1111/0-7-4, 12=1111/Mechanical FORCES. (Ib) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3069/0, 3-4=-3069/0, 4-5=-405210, 5-6=-0052/0, 6-7=-4052/0, 7-9= 3093/0, 9-10=-3093/0 BOT CHORD 17-18=0/1787, 15-17=0/3811, 14-15=0/4052, 13-14=0/3825, 12-13=0/1824 WEBS 2-18=-2043/0, 2-17=0/1467,4-17=-849/0, 10-12= 2074/0, 10-13=0/1451, 7-13=-837/0, 5-15= 299/0,4-15= 88/645, 6-14=-339/10, 7-14=-91/650 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3°) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Alban! PE No.39380 fill USA, Inc. FL Cart 8634 6904 Parke East Blvd. Tampa FL 33810 Date: November 19,2019 Q WARNING- Vedfy Oeslgp ppramefeeloed READ NOTES ON THISAND INCLUDED MREKNEFEBANCEYAGEMIN4za rev. M032015aEFOHEUSE Design valid for use only with MBekds connectors. This design Is loosed only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the appllcoblllty of design parameters and properly Incorporate MIS design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always moll for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII QualBryyy Cdbda, DSB419 and BCSI Building Component Sal mformatbnovallable from Tmss Plate Institute. 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T16699090 EMERALD -ES FL04 Floor Supported Gable 2 1 Job Reference (optional)' eun0ers rlrsl source, ram w1y, rL- 41000, ox8 1 2 31 30 29 26 3 4 o.cru a our , W62wjAjuv"vv Faye , ID:YHW DrOmBnrebgk05NfKX7FyquAG-9ee7BB58dn59uKsvg7mXO9BH1 FEFjIc_yHdll Scale =1:29.3 5 6 7 B 9 10 11 12 13 27 26 25 24 23 22 21 20 19 18 17 16 3x6 = ' 17-B-12 LOADING (petit SPACING- 2-0-0 CSt. DEFL. in (too) Udetl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Veri We - Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.03 Vert(CT) n/a - Na 999 BCLL 0.0 Rep Stress Incr YES WB 0.03 Hom(CT) 0.00 16 n1a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-R Weight: 83 lb FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(tlat) REACTIONS. All bearings 17-8-12. (Ila) - Max Grav All reactions 250lb or less at Joint(s) 29, 16, 28, 27, 26, 25, 24, 23, 22, 21, 20. 19, 18, 17 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) All plates are 1.5x3 MT20 unless otherwise Indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131 ° X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. 7) -This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code. - Thomas A. Alban! PE No.39380 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: November 19,2019 Q WARNING- Vedtydeslgnperemetenend BEADN0TE50NTN/SAND/NCLUDEDMR KBEFEBANCEPAGEM&74M.v. 14=s015BEF0REUSE Design valid for use only with Mnek@ connectors. This design Is based only upon parameters shown. and Is for an IndiAdual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate cols design Into the overall building design. Bracing Indicated b to prevent bucWing of Individual truss web and/or chord members only. Ad r[onal temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of hoses and huss systems, weANSVIP11 Quality Cmerla. 03949 and IIC31 bull Cempanont 6904 Parke East Blvd. Sabry NformaPonwaiiablehom nuts Rate InsliMe, 218 N. We Sheet. Suite 312. Aloxonddo. VA 22314. Tampa, FL 33610 Job Truss Thus Type Oty Ply T78699091 EMERALD -ES FLOS Floor 8 1 Job Reference o tional isual rust bource, rim lAy, rL - daDbb, 0.1-8 Hr 250 ID:YHW DrOmBnrebgkOSNfKX?FyquAG-gee?BB5BdW 62wjAn59uKsvgylXAU89nFEFjlc_yHdll "EW Scale = 1:29.7 Sx8 = 3x4 = 3x4 = Sx8 = 3x4 II 1 2 3 4 5 6 7 8 9 17 t] 3x6 = 3x8 = 3x8 = 3x6 = LOADING (psf) SPACING- 2110 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 40.0 Plate GOP DOL 1.00 TIC 0.79 Vert(LL) -0.29 11-12 >740 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.90 Vert(CT) -0.36 11-12 >596 240 BCLL 0.0 Rep Stress Incr YES WS 0.56 Horz(CT) 0.06 10 n/a n/a BCDL 5.0 Code FBC2017/TP12014 Matrix-SH Weight: 941to FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2x4 SP No.l(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=974/"-B, 16=97410-7-4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2570/0, 3-4=-2570/0, 4-5=-3100/0, 5-6=-3100/0, 6-7=-2591/0, 7-8=2591/0 BOT CHORD 15-16=0/1538, 14-15=0/3100, 13-14=0/3100, 12-13=0/3100, 11-12=0/3100, 10-11=0/1571 WEBS 2-16=-1759/0, 2-15=0/1180,3-15=-293/21, 4-15=854/0, 8-10=-1786/0, B-11=0/1166,7-11=-295/15, 6-11=-837/0 NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise Indicated. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X X) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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.' Thomas A. Alban PE No.39380 MTek USA, Inc, FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING- Vedy deelgnpemmefens end READ NOTES ON THISANOINCLUDED MREKREFERANCEPAGEMIN74 9rev. IMM15BUORE USE. Design valid for use only with Mnek® connectors, This design Is based only upon parameters shown and Is for an In ilvducl building component. not ��• a hum system. Before use, the bull Ing designer must verify me oppecobaity of design parameters and properly Incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding Me fobricohon. storage, delivery, erection and bracing of fumes and hum systems. seeANSMII Quality CMNb, DS3419 and BCSI Building Component Safety Infermalbmvoiloble from Truss Nate Institute, 218 N. Lee Sheet Sete 312, Aiexandam VA22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18699092 EMERALD -ES FLOE Floor 4 1 Job Reference (optional) buival vim Source, VIM uty, VL-J2bab, 0-1-8 HF o.z4u s dw 14 Lura mu erc mausmes, Iris. l us Nov r u r r:.to:4v eu r u ragn l ID:YH W DrOmBnrebgkOSNfKK7FyquAG-erBNPX6nOpEvYtlzfsPZ07C81wXktcDPSvTr8OyHdIH 2.0-0 4h12 Scale =.1:29.3 5x8 = 3X4 = 3x4 = 5x8 = 3X4 11 1I1 2 3 4 5 6 7 8 9 17 1 in 3x8 = 3xB = US = 3x6 = I z Plate Offsets ().Y)-- [4:0-1-8 Edge] [6:0-1-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.71 Vert(LL) -0.2511-12 >822 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.134 Vert(CT) -0.3211-12 >653 240 BCLL 0.0 Rep Stress [nor YES WE 0.55 Hom(CT) 0.05 10 rVa n/a BCDL 5.0 Code FBC2017/TP12014 MatffXSH Weight: 93 lb FT=20%F, 1ME LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.1(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 10=960/Mechanical, 16=960/0-7-4 FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2522/0, 3-4=-2522/0, 4-5=-3020/0, 5-6=-3020/0, 6-7=-2542/0, 7-8=-2542/0 BOT CHORD 15-16=0/1513, 14-15=0/3020, 13-14=0/3020, 12-13=0/3020, 11-12=0/3020, 10-11=011546 WEBS 2-16=-1730/0, 2-15=0/1153,3-15=-291/14,4-15=-807/0, 8-10=-1757/0, 8-11=0/1139,7-11=292/9, 6-11=-791/0 NOTES- (6) 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 1.5x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3') nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. 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.' Thamas A. Albani PE No.33383 MTek USA, Inc. FL Cart 8634 6961 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 OWARNING- Vedrydesfgnparamefera andREAD NOTES ON TNLSAND 161CLODEOMIT£KREFERANCEPAGEMIP747a re, 10011,2015BEFORE USE Design valid for use only with MOO connectors. This design Is based only upon parameters shown, and Is for an IntlMdual bulltling component not a truss system. Bofors use, the building designer must verify me applicablllty of design parameters and properly Incorporate this deslgn Into the overall bulltling design, Bracing Indicated is to prevent buckling of Ir ldual truss web and/or chord members only, Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcanon, storage, delivery, erection and bracing of trusses and truss systems, seeANSVTPII QualPy Ciffil D30419 and BC91 Building Component Safety mfamsalbnwollobie from Truss Hate Institute, 218 N. Lee Sheet Suite 312 maxontlrla, VA 22314. M[Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oly Ply T78699093 EMERAI FL07 Floor 6 1 Job Reference (optional) tureens mrsl apurae, 0.1.8 HI 14 13 Scale: 1/2'=l' ram ury, re - Aeaoo, 3.6 = 2 .ode , ID:YHW DrOmBnrebgkOSNKX7FyquAG-aDJ7pC7l wRUcnBvLmHR1 TYISOkDXLY7iwDyyDJyHdIF t— 712 1.5x3 II 3x4 = 1.5.3 11 3 4 5 3x6 = 6 3x4 = 3x6 = 1.5x3 11 3x4 = LOADING (I SPACING- 2-0-0 CSI. DEFL in (too) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.83 Vert(LL) -0.23 10-11 >712 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.3010-11 >556 240 BCLL 0.0 Rep Stress Incr YES WB 0.40 Horz(CT) 0.03 8 n/a rite BCDL 5.0 Code FBC2017/FP12014 Matrix-SH Weight: 711b FT=20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.1(flat) TOP CHORD BOT CHORD 2x4 SP No.1(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 12=76010-7-0, 8=760/Mechanical FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-1834/0, 3.4=-1834/0, 4-5=-1775/0, 5-6=-1775/0 BOT CHORD 11-12=0/1153, 10-11=0/1775, 9-10=0/1775, 8-9=0/1163 WEBS 2-12=-1319/0, 2-11=01779,3-11=-331/0,4-11= 269/229, 6-8=-1330/0,6-9=0/845, 5-9=-366/0 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-" oc bracing. NOTES- (5) 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 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.' Thomas A. Alban! PE No.39380 MI USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING-Vetlydeesm,mremeferammi READ NOTES ON THISANDINCLUOEO 11077KREFERANCEPAGEMS74"n,. 10NY1p15BEFOHEUSE Design valid for use only with MI connectors. Ms design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, fine building designer must verify the applicability of design Parameters and properly Incorporate this design Into the overall building design. Bracing Indicated o to prevent buckling of Individual hum web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding ire lubrication, storage. cleilvery, erection and bracing of trusses and truss systems, seeANSI/IPII Quality Criteria, DSB49 and BCSI Building Component 690d Parke East BNd. Safety tnformalbmvollabie from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply - T18699094 EMERALD -ES 11J2 Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:49 2019 Page 1 ID:YHW DrOmBnrebgkOSNfKX?FyquAG-_o?GSE9vCMsBeedwRO?k5Av41xPyY418cBAcpdyHdlC Scale = 1:8.5 2-9-3 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.38 Vert(L-) -0.00 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 MaMx-P Weight: 11 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=21/Mechanica1, 2=187/0-4-9, 4=25/Mechanical Max Horz 2=60(LC 4) Max Uplift 3=-35(LC 19). 2=-111(LC 4) Max Grav 3=52(LC 22), 2=187(LC 1), 4=50(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0ps1; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and fight exposed: end vertical left and fight exposed; 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 351b uplift at joint 3 and 111 Ib uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 73 lb down and 77 lb up at 1-4-15, and 73 lb down and 771b up at 1-4-15 on top chord, and 2 lb down at 1-4-15, and 2lb down at 1-4-15 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.' COAD CASES) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 2-4= 20 Concentrated Loads (lb) Vert: 5=40(F=20, B=20) Thomas A. Albani PE No.39360 MiTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33810 Cate: November 19,2019 Q WARNING- VerlrydesfgnperemefemandREAD NOTES ON TNISAND/NCLUDED MITEKBEFERANCEVAGEM/F74TJrev. f0/GU1015BEF0NEUSE. Design valid for use only with MRek®connectors, This design Is based only upon parameters shown, and Is for an Indlvldual building component, not �r ■` o truss system. Before use, the bullding designer must verlty the applicability of dOSIgn parameters and properly Incorporate this design Into Me overall bulltling design. Bracing Indicated is o prevent buckling of Individual buss web and/or chard members only. Additional temporary and permanent bracing MiTek' Is always requited for stability and to prevent collapse with possible personal Injury and properly damage, For general guidance regarding the fcbricaaon, storage, delivery, erection and bracing of trusses and truss systems seeANSYMIl Qua* CtBrrdo, DS!-09 and SCSI Building Component 69U Parke East Blvd. Safety Inlarmatbmvoeobte from Truss Plate Institute, 218 N. Lee Street sure 312, Alexandria VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T18699095 EMERALD -ES HJ05 Diagonal Hip Girder 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 2.83 12 3x4 = 8.240 s Jul 14 2019 MjTek Industries, Inc. Tue Nov 19 11:36:47 2019 Page 1 ID:YH W DrOmBnrebgkOSNM?FyquAG-20tV 1 YBfhkCTPLUYK?yGOlghDBfE45XremVllyHdlE LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (too) Udetl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) -0.08 2-4 >978 240 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.16 2-4 >510 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matdx-SH Scale=1:15.7 PLATES GRIP MT20 244/190 Weight: 23 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=154/Mechanical, 2=301/0-10-15, 4=68/Mechanical Max Horz 2=92(LC 4) Max Uplift 3— 106(LC 8), 2=220(LC 4) Max Gmv 3=154(LC 1), 2=301(LC 1), 4=114(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ito) or less except when shown. NOTES- (8) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; IrI Cat. II; E>ic B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20Apsf 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 106 lb uplift at joint 3 and 220 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 lb down and 39 lb up at 4-2-15, and 281b down and 39111 up at 4-2-15 on top chord, and 19 lb down and 3716 up at 1-4-15, 19 lb down and 37 Ito up at 1-4-15, and 18 lb down at 4-2-16, and 1816 down at 4-2-15 on bottom chord. The design/seleclion 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 +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-0=-54, 2A=-20 Concentrated Loads (lb) Vert: 6=61(F=30, B=30) Thomas A Albert PE No.39389 h1Tek USA, Inc. FL Curt 6834 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ,&WARNING-YeNlydmf9nparemefersedd READNOTES ON MIS AND INCLUDED MMEKREFERANCE PAGE M11-74TJrev. 10,034015 BEFORE USE, Design valid for use only with MOek® connectors. Ws deslgn Is based only upon parameters shown, and Is for an Individual building component not �� a true system. Before use, the building designer must verify the appllcablity of design parameters and properly Incorporate mis design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse wmt possible personal Injury and property damage. For general guidance regarding the fobdcaticn, storage. delivery, erection and bracing of trusses and hum systems seeANSI/IPII CualMMyy Criers, D3649 and SCSI Building Component Safely Infomrationavollable from Truss Plate institute, 218 N. Lee Sheet. Suite 312, Alexandria VA 22314. MOW 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T18699096 EMERALD -ES HJ7 Diagonal Hip Girder 3 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 6.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:50 2019 Page 1 ID:YH W OrOmBnrebgkOSNfKX7FyquAG-S7ZefaAXzf_2GoC777WzeOSGPLhyHOmHnw9M4yHdIB = 1:20.6 2x4 = 5 3x4 = 5.8.1 41-15 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) 0.03 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress ]nor NO WB 0.29 Horz(CT) 0.01 5 n/a nfa BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 401b 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 No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=107/Mechanical, 2=449/0-4-9, 5=329/Mechanical Max Horz 2=151(LC 22) Max Uplift 4=-88(LC 4), 2=-176(LC 4), 5=124(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-759/275 BOT CHORD 2-7=-323/696, 6-7=-323/696 WEBS 3-6=-761/353, 3-7=0/301 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst 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-M 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 88111 uplift at joint 4, 176 lb uplift at joint 2 and 124 lb uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 761b down and 80111 up at 1-4-15, 76111 down and 80 lb up at 1-4-15, 321b down and 50111 up at 4-2-15, 321b down and 50 lb up at 4-2-15, and 581b down and 1051b up at 7-0-14, and 58 Ito down and 105 Ib up at 7-0-14 on top chord, and 2lb down at 1-4-15, 2 Ib down at "-15. 19 to down at 4-2-15, 19lb down at 4-2-15, and 39 lb down at 7-0-14, and 39 Ib down at 7-0-14 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 (plf) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (lb) Vert: 8=42(F=21, B=21) 1 0=-91 (F=-46, B=-46) 13=-39(F=-20, 8= 20) Thomas A. Albani PE No.39380 MiTek USA, Inc. FL Cart 6634 61 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING -Verify design pammetate and REAONOTES ON TN6ANOINCLUOEDMfTEKREFERANCEPAOEMiF74Mmv. 101AX 15 BEFORE USE Design volld for use only with MirekGr 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 fire overall building all Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse Will possible personal Injury and property damage, For general guidance regarding the /obricotlon, storage, delivery, erection and bracing of busses and puss systems. seeANSUIPII Du Cmedo, DSUP and BCSI Hurtling Component 6904 Parke East Blvd.Safety erformalknovoaobie from Trim Rate Insfil 218 N. Lee street Suite 312, Alexandria, VA 22314. Tempe, FL 33610 Job Truss Truss Type Dry Ply T18699097 EMERALD -ES T01 Monopitch Supported Gable 2 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 MiTek Industnes, Inc. Tue Nov 19 11:36:51 2019 Page 1 ID:YH W DrOmBnrebgkOSNfKX? FyquAG-wB60lwBAkz7vuynJZg1 CAb?TY]670uXR3VfjuW yHdIA 2x4 II 4 2x4 = 20 II 2.0 11 Scale=1:14.4 LOADING (psi) SPACING- 2-0-0 CS'. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.17 Vert(LL) 0.00 1 Nr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 1 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB o.13 Horz(CT) 0.00 5 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 221b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 5=32/54-0, 2=165/5-4-0, 6=241/5-4-0 Max Horz 2=97(LC 9) Max Uplift 5=-15(LC 9), 2=-96(LC 8), 6=-109(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-6=-181/428 Structural wood sheathing directly applied or 5-4-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (8) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corner(3) -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 5-24 zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) Truss designed for wind loads in the plane of the Muss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTP11. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-0-0 oc. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcument 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 15lb uplift at joint 5, 96111 uplift at joint 2 and 109 lb uplift at joint 6. 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.' Thomas A.Albanl PE No.39330 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -Verlrydexi9npmmnfemenCREADNOTES ONTHISANDNCLUDEDMITEKREFERANCEPAGEASP7473n,v.1GdD3Q016BEFORE USE, Design valld for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for on Indlvlduol building component, not a hum system. Before use. the building designer must verity the appllcablllty of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fabrication, storage. delivery, erection and bracing of throes and inns systems WeANSUIPiI Quality Cdfedo, 0811419 and SCSI Building Component 6904 Parke East SNd. Safety Informati novoloble from Teas Rate Institute, 218 N. use Sheet Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18699098 EMERALD -ES T02 Monopitch 3 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, a.241) S Jul 14 zeta MI I ex mousines, Inc. 1 ue Nov 19 11:Ce:a1 2019 rage 1 ID:YH W DrOmBnrebgkOSNfKX?FyquAG.wB60twBAkz7vuyNZg1 CAb70313uOvW R3VquW yHdlA -1 00 5.4.0 1 { 5-4.0 Scale = 1:14.7 2x4 11 3 ST1.5x8 STP= 2x4 II 2x4 = 5-4-0 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Vert(L-) -0.03 2-4 >999 240 MT20 244119D TCDL 7.0 Lumber DOL 1.25 SC 0.29 Vert(CT) -0.07 2-4 >875 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Hom(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P Weight: 20 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=170/1viechanical, 2=261/0-8-0 Max Horz 2=97(LC 9) Max Uplift 4=-71(LC 12), 2=-150(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interiar(1) 2-0-0 to 5-2-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 71 Its uplift at joint 4 and 150 Ib uplift at joint 2. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any - particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A. Abel PE No.39380 Mi rek USA, Inc. FL Celt 8634 69M Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ,&WARNING-Ver/fydeslgnpemmefersend READ NOTES ON THIS AND wCLUDEDMITEKREFERANCE PAGE MIA74Mmv.. 101r0312015 BEFORE USE, volid for use only wlih 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 me applicablllry, of design parameters and property Incorporate this design Into the overall bullding all Bracing Indkate! 6 to prevent buckling of Individual hu,U web and/or chord members only. Addlflonal temporary and permanent brccing Is always required for sfobllity 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 nuss systems, seaANSMII CualMy CM hello. DSB-BS and fill Building Component Safety Infonnotbrrovallable from Truss Plate institute, 218 N. We Sneet Suite 312, Alexandria, VA 22314. Mt M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Dry Ply - T78699099 EMERALD -ES T03 GABLE 1 1 Job Reference a [lanai Builders First Source, Plant City, FL- 32566, 15.241.1 s Jul 4 zuiv MII eK mausmes, Inc. I us Nov ra i r:ao:aa zv,9 raye , ID:YH W DrOmBnrebgkOSNfKX?FyquAG-tZEnHcCOGaNd7GxigF3gF04mCZdbUhmkXpBpyPyHdl8 6-5-14 73-4 12.4-0 17-4-12 18.2-gg 24.8.0 1-0-0 fi-5-14 O-9-5 5.0.12 5.042 I0-9-5~ 6-5-14 �I d Scale =1:43.0 46 = TOP CHORD MUST BE BRACED BY END JACKS, ROOF DIAPHRAGM, OR PROPERLY CONNECTED 4x6 = "� — 5xB = 4x6 = 2-0.11 7-3-4 8-5.4 12-4-0 16-2-12 17-4-12 22-7-5 248-0 2-0.11 5-2.8 7-2-1 3-10.72 3.70-12 1-2-1 5-2-8 2-0-11 (d�N Plate ONsets(XY)-- [2:0-1-2Edael [3:0-3-40-2-0] [5:0-5-00-2-01 [6:0-3-00-2-121 [8:0-5-00-2-0] [10:0-3-40-2-01120:0-1-130-1-0] 131.0-1-130-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL) -0.12 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.2313-14 >999 180 BOLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.09 11 n/a rda BCDL 10.0 Code FBC20171-rP12014 Matrix-SH Weight: 189 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 11=1213/Mechanical, 2=1254/0-3-8 Max Horz 2=96(LC 8) Max Uplift l l=-418(LC 9), 2=-415(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2591/831, 3-4=-23511781,4-7=-1581/539,7-9=-1482/511, 9-10=-2367/788, 10-11=-2734/930 BOT CHORD 2-17=-803/2330, 16-17=-809/2321, 14-16=-694/2057, 13-14=-671/2123, 12-13=-834/2469, 11-12=-830/2480 WEBS 6-7=-272/892, 5-16=-19/301, 3-16= 298/117, 8-13=-28/311, 10-13=-355/167, 4-5— 571381,4-6=-814/370, 8-9=-71/411,6-9=-905/399 Structural wood sheathing directly applied or 3-5-10 ec pudins. Except: 3 Rows at 1/4 pts 3-10 Rigid ceiling directly applied or 6-5-9 oc bracing. NOTES- (14) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) Provide adequate drainage to prevent water pending. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 Oaf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 418 lb uplift at joint 11 and 415111 uplift at joint 2. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 110 lb down and 111 It, up at 2-0-0, and 28 lb down and 31 lb up at 23-1-1 on top chord, and 17 Ib down at 2-0-0, 14 Ib down at 3-1-1, 14 Ib down at 5-1-1. 14 Ib down at 7-1-1, 14 It, down at 9-1-1, 14 Ito down at 11-1-1, 14111 down at 13-1-1, 14111 down at 15-1-1, 14 Ib down at 17-1-1, 14 Ito down at 19-1-1, and 141b down at 21-1-1, and 141b down at 23-1-1 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Thomas A Albani PE No.39380 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: November 19,2019 AWARNING -VerlrydadgnpeemefereandREAD NOTES ONTNISAND/NCLUDEDMITEKREFEBANCEPAGEM/7427rcv.IDPo34g150E01 USE. Design valid for use only with MJTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a huss system. Before use, the building designer must verify, the applicability, of deslgn parameters and properly Incorporate this deslgn Into the overall building deslgn. Bracing Indicated is to prevent buckling of In0lvidual truss web and/or chord members only. Additional temporary and permanent bracho MiTek' Is always requited for dabilty and to prevent collapse Wth possible personal Injury and property damage, For general guidance regarding the fobricalbn storage, delivery, erection and bracing of trusses and truss systems. seeANSI/iPll IauaNy Cdfeda, D5349 Dnd aC31 Buldhp Component 6904 Parka East Blvd. Safety Infammibmrvolloble from Truss Plate Institute, 218 N. Lea Sheet, Suite 312, Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type Gty Ply T18699099 EMERALD -ES T03 GABLE 1 1 Job Reference (optional) ' Builders First Source, Plant City, FL- 32566, 8.240 a Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:53 2019 Page 2 ID:YHW DrOmBnrebgkOSNfKX7FyquAG-7ZEnHcCOGaNd7GAgF3g FO4mCZdbUhmkXp8pyPyHd18 14) '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 (IIII) Vert: 1-3=-54, 3-7=-54, 7-10=-54, 10-11=-54, 2-11=-30(F=-10), 3-10=-19(F) Concentrated Loads (lb) Vert: 36=29(B) ©WARNING-Verilydesf9np ..ft,nantl READ NOTES ON TN/SANDINCLUDED MITEKREFERANCEPAGEM9-7479rev. IW=0159EFOREUSE. Design valid for use only with Mrek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �L1 a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual Uuss web and/or Chord members only. AddlNonal temporary and permanent bracing MiTek' Is always required for slablllty and to prevent collapse with possible personal injury and property damage, For general guidance regarding the fobtlCotlon, storage, delivery, erection and bracing Of trusses and truss systems. seeANSVIPII OualB8sy. CdMda, DSE+19 and SCSI Building Component Nfarmatbrrnallpple from Truss Rate 6904 Parke East Blvd.SDbry Institute, 218 N. Lee Sheet Suite 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type City Ply T78699100 EMERALD -ES T04 Common 2 1 - Job Reference (optional) Builders First Source, Plain City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:55 2019 Page 1 ID:YHW DrOmBnrebgkOSNfKX7FyquAG-pyMXiHEgoCdLMZ54og68LR93sMIHyhcO_7dw1 HyHdl6 -1-0.0 5-f>0 12.40 19.2-0 _ _ 24-&0 1-a0 I 5-a0 G10.0 6-10.0 -' 5.6.0 Scale=1:41.5 46 = 5x6 = 3x4 = -"'- LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CS'. TC 0.53 BC 0.78 We 0.19 Matrix-SH DEFL. in Vert(ILL) -0.16 Vert(CT) -0.35 Hoa(CT) 0.06 (loc) Well Vd 6-7 >999 240 6-7 >839 180 6 n/a We PLATES GRIP' MT20 244/190 Weight: 108 In FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied or 3-9-12 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=904/Mechanical, 2=968/0-3-8 Max Horz 2=96(LC 12) Max Uplift 6=-296(LC 13), 2=-327(LC 12) FORCES. (lb) -Max CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-1857/1010, 3-4=-1533/823, 4-5=-1546/853, 5-6=-1883/1044 BOT CHORD 2-8=-872/1679, 7-8=-453/1087, 6-7=-886/1708 WEBS 4-7=-203/489, 5-7=-439/386, 4-8_ 1B8/471,3-8=-420/374 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 12-4-0, Extedor(2) 12-4-0 to 15-0-0. Interior(1) 15-4-0 to 24-7-4 zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 lb uplift at joint 6 and 327 Ib uplift at joint 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.' )$ Thomas A. Albani PE No.39380 MRek USA, Inc. FL Carl 6634 6804 Parke East Blvd. Tampa FL 33610 Data: November 19,2019 AWARNING -ll drdiurpanyrt,te.andREADNOTES ON THISAND IsCLUDED MITIEKIREFERANCEPAGIFINI mv. IGVSQVIS BEFORE USE. Deslgn void for use only with MRek® connectors. this design Is based only upon parameters shown, and Is for an Indlvclual building component, not a truss system. Before use, the bulltling designer must verily the applicability, of design parameters and properly Incorporate this tleslgn Into the overall building design. Bracing Indicated is to prevent buckling of lndledual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse wlth possible personal Injury and property comets, For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeMSIRpil QUalIBByy Cfibda, DSB-69 and SCSI Building Component 69N Parke East Blvd. Sabi Infaenatbnevalloble from Truss Plots Institute, 218 N. We Street, Sulfa 312 Alexandra, VA 22314. Tampa, FL 33610 Job Truss Truss Type CRY Ply T18699101 EMERALD -ES T05 Monopitch Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 19 11:36:562019 2x4 II 6x8 = Scale=1:19.7 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 FBC2017/TP12014 CSI. TC 0.35 BC 0.49 WB 0.73 Matrix-SH DEFL. in Vart (LL) -0.04 Vert(CT) -0.07 Hom(CT) 0.01 (too) Vdetl Ud 2-6 >999 240 2-6 >999 180 5 rVa n/a PLATES GRIP MT20 244/190 Weight: 39 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-1 oc puriins, BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 on bracing. REACTIONS. (lb/size) 5=1849/Mechanical, 2=167110-M Max Horz 2=154(LC 20) Max Uplift 6=-659(LC 8). 2=-594(LC 8) FORCES. (III) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2528/863 BOTCHORD 2-6=-824/2310, 5-6=-824/2310 WEBS 3-6= 62211912, 3-5— 2558/939 NOTES- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psY BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 fit between the bottom Chord and any other members. 4) Refer to gbder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate Capable of withstanding 659 Ib uplift at joint 5 and 594 lb uplift at joint 2. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 11931b down and 4381b up at 2-0-12, and 884 In down and 3161b up at 4-0-12, and 886 Its down and 314 lb up at 6-0-12 on bottom chord. The designtselection 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 (pig Vert: 1-4=-54, 2-5=20 Concentrated Loads (lb) Vert: 6=-884(F) 7— 1193(F) 8=-886(F) Thomas A.Albani PE No.39360 61Tek USA, Inc. FL Cert 6834 6904 Padre East Blvd. Tampa FL 33610 Bate: November 19,2019 OWARNING - Verily desrgnparamefen and READ NOTES ON TNISAND INCLUDED MmEKflEFENANCEPAGEMI-74" rov. IWD3201SBEFORE USE. Design valid for use only with Mned], connectors, This design Is based Only upon parameters shown, and Is for an InaNiaudi building component not a truss system. Before use, me bullding 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 chard members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse wlth possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeAlill Quo' y Cdlido, DSl and BCSI Building Component Safety Infammibrpvolloble from Truss Plate Institute, 218 N. 6904 Parke East Blvd. Tampa, Lee Street Suee 312. Alexantlria. VA 22314. FL 33610 Job Truss Oty Ply T70699102 EMERALD -ES T06 �TwsType ROOF SPECIAL GIRDER 1 2 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s JUI 14 2019 MITek Induslnes, lnc. 1 ue Nov 19 11:3658 2019 d 5xB = 2x4 It 4x10 MT20HS= 5x8 = Us = 3x4 5xS = Scale = 1:61.4 LOADING (pso TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/TP12014 CSI. TC 0.81 BIG 0.93 W B 0.64 Matrix-SH DEFL, Vert(LL) Vert(CT) Hom(CT) in (Ioc) I/defl Ud 0.38 13-15 >999 240 -0.68 13-15 >616 180 0.12 9 n1a n/a PLATES MT20 MT20HS Weight: 352 lb GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc puffins. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied or7-10-9 oc bmcing. 2-14: 2x6 SP No.2 WEBS 2x4 SP No.3 *Except* 7-13: 2x4 SP No.2 REACTIONS. (lb/size) 2=3147/0-3-8, 9=2019/0-3-8 Max Ham 2=-89(LC 9) Max Uplift 2=-1181(LC 8). 9= 671(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3= 7411/2746, 3.4=-8750/3254, 4-5— 8750/3254, 5-6=-7714/2776, 6-7=-8208/2993, 7-8=-4202/1412, 8-9=-4486/1492 BOT CHORD 2-16=-2526/6763, 15-16=-2534/6797, 13-15=-3033/8353, 11-13=-1165/3550, 9-11=-1305/4085 WEBS 3-16=-169/671, 5-13=952/597, 6-13=.3347/1296, 7-13=-2109/5646, 7.11=-150/512, 8-11=-354/331, 3-15=-910/2599, 5-15=-740/753 D1C NOTES- (11) 1) 2-ply truss to be connected together with 1Od (0.131')G') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp B; Encl., GCpi=0.18; MW FRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1181 lb uplift at joint 2 and 671 lb uplift Thomas A. Albani PE No.39380 at joint 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 128lb up at MTek USA, Inc. FL Cent 6634 $904 Parke East Blvd. Tampa FL 33610 7-0-0, and 151 Its down and 128 lb up at 9-0-12 on top chord, and 361 Ib down and 151 lb up at 7-0-0, and 85 It, down at 9-0-12, Date: and 18291b dawn and 679 lb up at 10-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. November 19,2019 WARNING-14W), design paremetere end READ NOTES ON TRISAND INCLUDEOMREKNEFENANCEPAGEMIF74M rev. 111=015aEFONEUSE Design valid for use only with Mnel,® connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not a truss system. Before use, Me bulltling designer must verify the appllaablllty of design parameters and properly Incorporate Its design Into me overall building design, Bracing indicated is to prevent buckling of lntlMldual truss web and/or chord members only. Additional temporary and permanent bracing Is always requlred for stability and to prevent collapse with possble personal Injury and property damage. For general guldonce regarding the fabrication, storage, cellvery, erection and bracing of trusses and truss systems, seeANSVIP11 CuolMMyy CrMerlo. DSB-89 and BC81 Building Component SOI�ry m/armalbnavalloble ham Truss Plate Institute, 218 N. Lee Street Suite 312, Alexontlrlo. VA 22314. ��' MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oly Ply Tl B699102 EMERALD -ES T06 ROOF SPECIAL GIRDER 1 2 Jab Reference (o0iona0 Builders First Source, Plana City, FL- 32566, 11) 'This manufactured product is designed as an individual building component. the building designer per ANSI TPI 1 as referenced by the building code.' LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10=54, 2-9=-20 Concentrated Loads (III) Vert: 3=-111(F) 16=-361(F) 15=1029(F) 17=-111(F) 18=-61(F) 6.240s JUI142019MIIekimumnes,Inc. Iue Nov1u11:3a:ba ZUlU Pages ID:YHW DrOmBnrebgkOSNfKK7FyquAG-DX2gL1GZ574wDipfTofry3nWhale9xlTg5saecyHdl3 The suitability and use of this component for any particular building is the responsibility of ,&WARNING-yedtydesfgnp.t,tersend READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE MIP74"rev. 1010312015 BEFORE USE Design volltl for use only with M9ek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bullding designer must verity the appllcablllty of design parameters and properly Incorporate this design Into the Overall building design. Bracing Indicated is to prevent buckling of lndivldual truss web antl/or chord members only. AddlXonol temporary and permanent bracing Mffek' Is always required for stability and to prevent collapse with posslbie personal Injury and property damage. For general guidonce regarding the fabrication, storage. delivery, erection and bracing of trusses and husssystems, seeABSVTPI I QualMMyy Critelli DSB49 and BCSI Bul Component Safety Informatbmvallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply T78699103 EMERALD -ES T07 Roof Special 1 1 Job Reference a lional Builders First Source, Plant City, FL-32566, 8.240 s Jul 14 2019 Mll Industries, Inc. Tue Nov 19 1 4x6 II 3x4 = 3x6 = 3x6 = 4.6 = 3x6 = 3x4 = Scale = 1:61.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(L-) -0.27 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT)-0.5013-14 >832 180 BCLL 0.0 ' Rep Stress Incr YES We 0.78 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2017?PI2014 Matdx-SH Weight: 1741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (fib/size) 2=134610-3-8, 9=1346/0-3-8 Max Horz 2=-89(LC 17) Max Uplift 2=492(LC 12), 9=-410(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2743/1577, 3-4— 2491/1436, 4-5=-2857/1701, 5-6=-2857/1701, 6.7=3240/1939, 73=-2491/1392, 8-9=-2805/1564 BOT CHORD 2-16— 1373/2480, 14-16=-114812271, 13-14— 1491/2917, 11-13=-944/1968, 9-11=-1364/2548 WEBS 3-16=-271/275, 4-16=-113/383,4-14=-449f727, 5-14= 318/283, 6.13=.1371/918, 7-13=-1064/1795, 7-11=-186/486, B-11=-403/375 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.0psf; h=25ft; Cat. II; E1p B; Encl.. GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-M to 12-6-0, Interior(1) 12-6-0 to 22-8-0. EMedor(2) 22-8-0 to 26-2-0, Interior(1) 26-2-0 to 36-0-0 zone; cantilever left and right exposed; end vertical left 3)and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide. will fit between the bottom chard and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 492 Ib uplift at joint 2 and 410 Ito uplift at joint 9. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.393811 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: November 19,2019 QWARNING-VeNly Eeal9eperemetenenCREAa NOTES ON TMSANOINCLUOEOMWEKREFERANCEPAGEMII.1473rex. 1e011?015BEFORE USE Design valid for use only with Meet) connectors. This design Is based only upon parameters shown, and Is for an Individual bullding component, not th a truss system. Before use, e building designer must verlfy the oppllcoblllfy of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Ind[vidualtruss web and/or chord members only. Acidlflonol 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 fobricotlon, storage, all erection and brocing of trusses and hum systems, seeANSVMII Quality Cmr do. DSO-89 and SCSI Building Component Safely Informatiordivalloble from Truss Plate Insfir 218 N. Lee Sheet. Suite 312, Alexandria, VA 22314. �'- M!Tek' 69N Parke East Blvd. Tempe, FL 33610 Job Truss Truss Type Oty Ply T18699104 EMERALD -ES T08 Roof Special 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 6.241) S JUI 142U1U Mil ex Inc. l ue Nov 1 e n:druu zm a 46 II 5x8 = 2x4 II 4x12 = 7 2x4 II 3x6 = 3x8 = 46 = 3.6 = 3x4 = 3x4 = Scale=1:61.5 LOADING (psf) SPACING- 2-" CSI. DEFL. In (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.78 Vert(L-) -0.22 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT)-0.4113-14 >999 180 SCLL 0.0 ' Rep Stress Incr YES INS 0.50 HOrz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 18316 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP ND.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1346/0-3-8, 9=134610-3-8 Max Hoe 2=-89(LC 17) Max Uplift 2=-492(LC 12), 9=-410(LC 13) FORCES. (Ib) - Max. Comp./Mm. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-0=2776/1498, 3-4=-2301/1326, 4-5=-2426/1465, 5-6=-2426/1465, 6-7=-2500/1513, 7-8=-2487/1387, 8-9=-2799/1571 BOT CHORD 2-17— 127912491, 16-17=-1279/2491, 14-16=-999/2082, 13-14=-112612294, 11-13— 959/1978, 9-11=-137212542 WEBS 3-16=-493/331,4-16=-144/360,4-14=-281/461, 5-14=-320/285, 6-14=-133/303, 6-13=-1149/729,7-13= 736/1279, 7-11=.185/452, 8-11=398/368 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0to 2-6-0, Interior(1) 2-6-0to 11-0-0, Exterior(2) 11-0-0 to 14-6-0, Interior(l) 14-6-0 to 22-8-0. Fxterior(2) 22-8-0 to 26-2-0, Interior(1) 26.2-0 to 36-0-0 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 31 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 492 Ib uplift at joint 2 and 410lb uplift at joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Alban! PE No.39380 MTek USA, Inc, FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 AWARNING -VerRyda.11a1emmefersaadREADNOTES ONTHISANDINCLUDED MrTEKNEFEHANCEPAGEMIN4T3rvv 101932a15BEFORE USE Design valid for use only with MBekO connectors. This design Is based only upon parameters shown, and Is for on IntlMldual bulltling component, not a truss system. Before use, the building designer must verify the appllcablllty, of design parameters and properly Incorporate this tleslgn 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 Isalwaysrequlredforstabllltyandtopreventcollapsewlthposslble personal Injury and property damage. For general guloance regarding the fobrlcanon, storage, delivery, erection and bracing of trusses and buss systems. SeeANSVDRI pualMMyy Criteria, DSB419 and SCSI Building Component Safety Infonnatbmvallabie from Truss Plate Institute. 218 N. Lee Street Sulte 312, Alexantlrlo. VA 22314. MiTek- 6904 Parke East Blvd. Tampa, FL 33810 Job Truss Truss Type Oly Ply T78699105 EMERALD -ES T09 Hip 2 1 Job Reference (optional) bulaers rust bource, r-Iam uny, YL-010M. O.C4V SJW 14 LV Itl 1VIIItlM1 111UUilIlCy, 1111:. 1 Scale=1:60.4 46 = 3x4 = 4z6 = 'a 3z6 = 1s 13 -- -- 12 1D 3x6 = 2x0 II 4x6 = 3x8 = 3z6 = 4x6 = 2.4 11 LOADING foal TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.86 BC 0.88 WB 0.47 MatriXSH DEFL. Vert(LL) Vert(GT) Horz(CT) in (too) Vdefl Ud -0.25 12-13 >999 240 -0.54 12 13>776 180 0.13 8 111 file PLATES GRIP MT20 2441190 Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1346/0-3-8, 8=1346/0-3-8 Max Horz 2=93(LC 12) Max Uplift 2=-416(LC 12), 8=-416(LC 13) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2721/1539, 3-4=-2144/1302, 4-5=-1930/1266, 5-6=-1930/1266, 6-7=-2144/1302, 7-8=-2721/1539 BOT CHORD 2-15=-1308/2433, 13-15=-1308/2433, 12-13— 1018/2035, 10-12=-1314/2433, 8-10=-1314/2433 WEBS 3-15=0/258, 3-13=-606/438, 4-13=-291/579, 5-13=-295/193, 5-12=-295/193, 6-12= 291/579, 7-12=-606/438,7-10=0/258 NOTES- (7) 1) Unbalanced roof live loads have, been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exte B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exlefior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 13-0-0, Exterior(2) 13-0-0 to 17-11-6, Interior(1) 17-11-6 to 22-0-0, Exterior(2) 22-M to 26-11-6, Intedor(1) 26-11-6 to 311 zone; cantilever left and right exposed; end vertical left and light 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with anyother 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 416 Ib uplift at joint 2 and 416lb uplift at joint 8. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Mbani PE No.39380 Mil USA, Inc. FL Cart MM 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING -Vatfrydesf9epemmetentend READ NOTES ON TN/SAND INCLUDED MTTEKHEFENANCEPAGEM67473mv 10,17Y2615eEFONE USE. Design valid for use only with Milek49 connectors. This design Is based only upon parameters shown, and Is for an individual bullding component, not ��- o 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. Addltlonol 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 fabrication, storage. delivery, erection and bracing of fusses and buss systems, seeANSMI I GuallIryty Crl�do, DSl and 9CSi Building Component Safety Infoenakonavolloble from truss Plate Institute, 218 6904 Parke East Blvd. Tampa, N. Lee Street Suite 312. Alexandria, VA 22314. FL 33610 Jab Truss Truss Type oty Ply T16699106 EMERALD -ES T10 Hip 2 1 Jab Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MiTek Industries, Inc. Tue Nov 1911:37:04 2019 Scale =1:61.4 5.00 12 Sx8 = 4x6 = 2.4 11 3.6 = 3x4 = 3x8 = 3.6 = 2x4 11 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-" Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.90 BC 0.97 WB D.77 Matrix-SH DEPL. in Vert(LL) 0.20 Vert(CT) -0.42 Horz(CT) 0.13 (too) Vdefl Ud 2-16 >999 240 2-16 >998 180 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 171 Ib FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied. 1-4,7-10: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=1346/0-3-8, 9=1346/0-3-8 Max Hoe 2=-106(LC 13) Max Uplift 2=-433(LC 12), 9=-433(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2667/1484, 3-5=-1961/1214, 5-6=-1746/1191, 6-8=-1961/1214, 8-9=-2666/1484 BOT CHORD 2-16=-1248/2376, 14-161248/2376, 13-14=-822/1745, 11-13=-125212376, 9-11=-1252/2376 WEBS 3-16=0/341, 3-14=-746/497, 5-14=-213/466, 6-13- 231/467, 8-13=-745/497, 8-11=0/341 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst; h=25f ; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-" to 2-6-0, Interior(1) 2-6-0 to 15-0-0, Exterior(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 to 36-0-0 zone; cantilever left and fight exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst 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 433 It,uplift at joint 2 and 433 Ib uplift at • joint 9. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A.Mbanl PE No.39360 k1Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 19,2019 OWARNING-Vedlydeslgnperemetersand HEAP NOTES ON TN/SANOWCLUOEOMIF£KNEFENANCEPAG£MIb74MMI. IG03ap159EFOHEUSE Design voild for use only with MITeM 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 appllcablllN of design parameters and properly Incorporate this design Into the overall building design Bracing lndlcated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems, seaANSVTPiI CuolMByy Criteria, D3049 and SCSI Building Component Safety tnfonnationavollable from Truss Plate Institute. 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Ory Ply T18699107 EMERALD -ES Trill Hip 2 1 Jab Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Jul 142019 MiTek Industries, Inc. Tue Nov 19 11:37:09 2019 Page 1 ID:YH W DrOmBnrebgkOSNfKX7FyquAG-PeCge4PS VVOM2j9m=MOvOkPX72xEvD4CI0gW TyHdku Igoe 1na76,0 22A2sg14 asooN2 Ma sea g1en2II^g10-z I Gaoq 100 04.0 Scale=1:61.3 5.00 12 dqt 3x4 = 678 16 3x8 = 3x4 = 31; 180 b49 1700 17L 26-2-7 WN g9-9 I g2-7 B-2.7 gg9 04.0 Plate Offsets (X Y)-- [2:0-3-0 Edge] [6:0-3-00-2-41 [8:0.3-0 0-2-41 [12:0-3-0Edael LOADING (pelf SPACING- 2-0-0 CSI. DEFL in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.21 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.43 16-18 >974 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 HOrz(CT) 0.13 12 n1a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 1701b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-5-12 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 - REACTIONS. (Ib/size) 2=1346/0-3-8, 12=134610-3-8 Max Horz 2=-120(LC 17) Max Uplift 2=-447(LC 12), 12=-447(LC 13) FORCES. (lb) - Max. Comp lMax. Ten. -All forces 250 (Its) or less except when shown. TOP CHORD 2-3=-2734/1418, 3-5=-2528/1377, 5-6=-1729/1054, 6-7=-1548/1012, 7-8=-1548/1012, 8-9— 1729/1054, 9-11=-2528/1377, 11-12=-2734/1418 BOT CHORD 2-18=-1198/2453, 16-18=-919/1967, 14-16=-927/1967, 12-14=-1206/2453 WEBS 3-18=-316/287, 5-18=-232/550, 5-16=-606/449, 9-16=-606/449, 9-14=-232/550, 11-14=-316/287,7-16=-529/1004 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exte ior(2) -1-0-0 to 2-6-0, Intedor(f) 2-6-0 to 17-0-0, Exterior(2) 17-" to 22-8-3, Interior(1) 22-8-3 to 36-" zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are 3x6 MT20 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 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 447 Ib uplift at joint 2 and 447 lb uplift at joint 12. 8) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 61f fek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 QWARNING- Ver/fy Cesl9n1arame(ememd READ NOTES ON TNISAND INCLUDED MMEKnEFERANCEPAGEM1P74T3m1 10=015BEFONEUSE Design vend for use only with MnekO connectors. fits design Is based only upon parameters shown, and Is for an Indlvldual building component, not ��- a truss system, Before use, the building designer must verify Me appllcabllity, of tleslgn parameters and propery Incorporate this tleslgn Into the overall building tleslgn. Bracing lnclooted is to prevent buckling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stablllty and to prevent collapse with possee personal lndury and property damage. For general guidance regarding the fabecotlon, storage, delivery, erection and bracing of trusses and truss systems, seeAN$VIP11 QualMByy Cdbda, D3049 and BC61 Building Component Sahry Intamsalbrsavollable from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. 6904 Parka East BNd. Tampa, FL VA 22314. 33610 Job Truss Truss Type Oty Ply T18699108 EMERALD -ES T12 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Jul 14 2019 MI I ek Indua1nes, Inc. I ue NOV 1911:37:1U 2019 4x6 = 5.00 r12 Scale=1:59.3 3x6 = 14 __ ._ ._ 3x6 = 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 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 liner YES Code FBC2017/7PI2014 CS]. TC 0.73 BC 0.94 WB 0.63 Matrix-SH DEFL Vert(LL) Vert(CT) Hom(CT) in (roc) Vdefl L/d 421 12-14 >999 240 -0.43 12-14 >978 180 0.13 10 n/a ri PLATES GRIP MT20 244/190 Weight: 1711b Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=134610-3-8, 10=1346/0-3-8 Max Horz 2=123(LC 12) Max Uplift 2=451(LC 12). 10=-451(LC 13) FORCES. (lb) - Max. CompJMax: Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-2733/1376, 3-5=-2528/1335, 5-6=-1726/1011, 6.7=.1728/1011, 7-9=-2528/1336, 9-10=-2733/1376 BOT CHORD 2-16=-1142/2452, 14-16=-859/1971, 12-14=-876/1971, 10-12=-1155/2452 WEBS 6-14=-523/1021, 7-14=-615/427,7-12=-229/547, 9-12=-313/283, 5-14=-615/427, 5-16=-229/S47,3-16=-313/283 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsh h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-M to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interior(1) 21-M to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcumenl 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 = I O.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 451 lb uplift at joint 2 and 451 lb uplift at joint 10. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albanl PE No.3938D Eli ek USA, Inc. FL Cart 0834 6904 Parka East Blvd. Tampa FL 33610 Date November 19,2019 ,&WARNING- Vedrydeslgnpa.fi ;.d READ NOM ON THIS AND INCLUDED URTKREFERANCE PAGE U/F74M.ir, MOSO015 BEFORE USE. Design valid for use only with MRekO connectors This design Is based only upon parameters shown, and Is for an Inc y dual bulltling component, not o truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design, among noodled k to prevent buckling of Individual truss web and/or chord members only.Addlttonal temporary and permanent bracing M(Tek' Is always required for stablllty and to prevent collapse with possible personal Ihuh, and property damage. For general guidance regardIng the fobricatlon, storage. dellvery, erection and bracing of trusses and truss systems seeANSVTP1T QualXXyy CU@do, D9549 and SCSI Bulding Component Safety Informa0anavallable from Truss Rate Institute, 218 N. Lee Street Suite 312 6904 Parka East Blvd. Tampa, FL Alexantltla, VA 22314, 33610 Job Truss Truss Type Ott, Ply T18699109 EMERALD -ES T13 Hip 1 1 Job Reference (optional) tsunoers rl rel source, Flant Glty, rL-J2obb, b.L9V s JW 19 LVIe M11 exm... umG,,no. IUtl 1VVV Itl II:J/:IC CV IO 5X8 = 2X4 II _ -- r 4 19 5 20 5X8 = 6 Seale=1:60.4 3X6 = 16 15 '' 13 -11 10 3XB = 2.4 II 3x6 = 3X8 = 3x4 = 2X4 11 3X4 = 3x6 = E65 71-0-0 17-fi-0 24-0-0 2&&11 35-0.0 I � RRl1 I d.i11 (wn.5 Plate Offsets (Y Y)- [2'0-3-0 Edoel [4:0-5-12 0-2-81 [6'0-5-12 0-2-81 [8:03-0 Edae] LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) -0.21 13 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.40 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.35 Hom(CT) 0.13 8 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 1741b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-6 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 4-11-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1346/0-3-8, 8=1346/0-3-8 Max Horz 2=80(LC 13) Max Uplift 2=427(LC 8), 8=-427(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2774/1593, 34=-2308/1401, 4-5=-2465/1544, 5-6= 2465/1544, 6-7=-2308/1401, 7-8=-2774/1593 BOT CHORD 2-16=1367/2488, 15-16=-1367/2488, 13-15=-1060/2091, 11-13=-1066/2091, 10-11=-1373/2488, 8-10— 1373/2488 WEBS 3-15= 479/363, 4-15=-155/385,4-13= 301/578, 5-13=-401/357, 6-13=-301/578, 6-11=-155/385, 7-11=479/363 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCD"=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exter r(2) -1-M to 2-6-0, Intedor(1) 2-6-0 to 11-0-0. Exterior(2) 11-M to 15-11-6, Interior(1) 15-11-6 to 24-0-0, Extedor(2) 24-0-0 to 28-11-6, Intedor(1) 28-11-6 to 36-0-0 zone; cantilever left and Tight exposed; end vertical left and right exposed;C-C for members and fames & MWFRS for reactions shown; 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 pet bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 4271b uplift at joint 2 and 427 lb uplift at joint B. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A.Albani PE No.39380 MTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING- VersyderIgn pemmete. antl BEAD NOTES ON THISAND INCLUDED MREKBEFEBANOEPAGEMN-7473 rev. 101smV15BEFOREUSE. Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a hum system. Before 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 lndlvldual hum web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fabrlcaBon, storage, delivery, erection and bracing of trusses and truss systems, moANSVrP11 Quality Criteria, istil 1 and BCSI Building Component Safety Infra mationavallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312. Alexandria, VA 22314. ��- MOW 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply T18699110 EMERALD -ES T14 Hip 1 1 Job Reference o tional builders rile, bource, nuns spry, rL- ozaoa, 5-B-11 3�-5 06 = 5.00 F12 4 3x4 = 4x6 = 3x4 = 4x6 = 5 19 6 207 a Scale = 1:60.4 3x6 — 16 15 14 13 12 3x6 = 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.94 Ve it-0.25 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT)-0.4912-14 >847 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.49 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 MaMx-SH Weight: 164 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1346/0-3-8, 10=1346/0-3-8 Max Horz 2=67(LC 12) Max Uplift 2=-450(LC 8), 10=-450(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-2749/1646, 3d=-2491/1477, 4-5— 2286/1414, 5-7=-2894/1715, 7-8=-2286/1414, 8-9= 2491/1477, 9-10=-2749/1646 BOT CHORD 2-16=1422/2486, 14-16=-1498/2810, 12-14=-1504/2810, 10-12=-1427/2486 WEBS 3-16=279/326,4-16=-429/813, 5-16=-773/506, 7-12= 773/506, 8-12=-429/813, 9-12=-279/326 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Exterior(2) 9-0-0 to 13-11-6, Interior(1) 13-11-6 to 26-0-0, Exterior(2) 26-0-0 to 30-11-6, Interior(1) 30-11-6 to 36-" zone; cantilever left and fight exposed: end vertical left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 41 This truss has been designed for a 10.0 pat bottom chord live load nonconcument with anyother 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 4501b uplift at joint 2 and 450 In uplift at ' joint 10. 7) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A. Albani PE No.39380 NTek USA, Inc. FL Cart 869 6904Patke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING -Wray design premefers and READ NOTES ON THASANDNCLUDED MREKREFERfINCEPAGE Mb7470mv. 113N3I2016BEFORE USE Design valid for use only with MIT&D connectors. Ihis design Is based only upon parameters shown, and Is for an Individual building component, not ��- a hum system. Before use, me building designer must verity the olealcablllty, of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Intllvidual truss web and/or chord members only. Additional temporary and permanent bracing Is Is always required for dearly and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dellvery, erection and bracing of trusses antl truss systems, WeANSVrNl Quality CONM, 05Bd9 and BCSI Building Component 9oby Inlormafbmvallabie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312. Alexorl VA 22314. 6904 Palle East Blvd. Tampa, FL 33610 Job Truss Thus Type Oty Ply T18699111 EMERALD -ES T15 HIP GIRDER 1 2 Job Reference (optional) builders rural bource, riant any, rL- aebab, 5x8 = 5.00 12 i a.Z9u s au 144viv mr l eK industries, no. I us Novu1 e 11:JI:1 is zule OSNfKX7FyquAG-eNFEX9W5NGW4d6LVe70XmHcwUd9W r_yPHCia Scale=1:60.4 3x8 = 2x4 11 3x6 = 2x4 11 5x8 = 3x8 = 17 27 28 16 15 29 30 74 31 3233 34 13 12 35 36 11 3x6 = 2x4 II 46 = 2x4 II 5x8 = 2x4 II . 5x8 = 4x6 = 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 FBC2017RPI2014 CSI. TC 0.89 BC 0.78 WB 0.53 Matrix-SH DEFL. in (too) Udefl L/d Vert(CL) 0.43 14 >974 240 Vert(CT) -0.72 13-14 >582 180 Horz(CT) 0.16 9 Ida n/a PLATES GRIP MT20 244/190 Weight: 3251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 7-4-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=2686/0-3-8, 9=2703/0-3-8 Max Horz 2=53(LC 31) Max Uplift 2=1058(LC 4), 9=-1085(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-6119/2421, 3-4=-7929/3257, 4-6= 7928/3257, 6-7= 7941/3282, 7-8=-7942/3282, 8-9=-6162/2489 BOT CHORD 2-17=-2146/5552, 15-17=-2150/5580, 14-15=-3486/8737, 13-14=-3486/8737, 11-13=-2221/5619, 9-11=-2217/5591 WEBS 3-17=-90/664, 3-15=-1143/2776, 4-15— 611/439, 6-15=-966/388, 6-14=0/480, 6-13=-939/358, 7-13= 603/434, 8-13— 1101/2734, 8-11=-90/663 0 i� NOTES- (10) 1) 2-ply truss to be connected together with 1Od (0.131"x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 Co. Bottom chords connected as follows: 2x4 -1 row at 0-9-0 Co. Webs connected as follows: 2x4 -1 row at 0-9-0 Co. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (9) 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=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18: MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip - DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 7) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10581b uplift at joint 2 and 1085 lb uplift at joint 9. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 130 lb down and 128 lb up at 7-0-0, 111 Ile down and 128 Ito up at 9-0-12, 111 lb down and 128 Ito up at 11-0-12, 111 lb down and 1281b up at 13-0-12, 111 lb Thomas A Albani PE No.38380 down and 128 It, up at 15-0-12, 111 Ib down and 128 Ito up at 17-0-12, 111 Ito down and 128 Ito up at 17-11-4, 111 lb down and 128 MTek USA, Inc. FL Cart 6634 It, up at 19-11-4. 111 It, down and 128 Ito up at 21-11-4, 111 It, down and 128 Ib up at 23-114, and 111 lb down and 128 lb up at fi904 Parke East Blvd. Tampa FL 33610 25-11-4, and 189 lb down and 220 Ito up at 28-M on top chord, and 361 Ito down and 151 Ile up at 7-0-0, 85 Ito down at 9-0-12, 85 Date: lb down at 11-0-12, 85 lb down at 13-0-12, 85 Ib down at 15-0-12. 85 Ib down at 17.0-12, 85 Ill, down at 17-11-4, 85 Ito down at 19-11-4. 851b down at 21-11-4, 851b down at 23-11-4, and 85 to down at 25-11-4, and 361 lb down and 151 lb up at 27-11-4 on November 19,2019 Q WARNING- Vedlydesr9nparemeMrsand READ NOTES ON TMSANDINCLUDED MITEKREFERANCEPAGEMI47470 rev. 1411:12015BEFORE USE. Design valid for use only with Mnek® connectors. This design Is based only upon parameters shown, and Is for an individual bulltling component, not a truss system. Before use, the bulltling designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building tleslgn. Bracing Indicated is to prevent buckling of lndWldual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and truss systems, seeANSVTPIT QUal Criteria. DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety mformationovallabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandtlo. VA 22714. Tampa, FL 33610 :, if Job Truss Truss Type Oly Ply T78699111 EMERALD -ES T15 HIP GIRDER 1 2 Job Reference (optiona0 Builders First Source, Plant City, FL- 32566, B.240 s Jul 14 2019 Mfiek Industries, Inc. I UB NOV I 11:37:1d 2U19 Vega 2 ID:VHW DrOmBnrebgkOSNiKX7FyquAG-eNFEX9W5NGW4d6LVe90XmHcwUd9Wr_yPHCieKSyHdkl 10) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1,25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1; 3=-54, 3-8=-54, 8-10= 54, 2-9=-20 Concentrated Loads (lb) Vert: 3=-111(B) 5=-111(B) 8=-142(B) 17=-361(B) 11=-361(B) 18=-111(B) 19=-111(B)20=-111(B)21=-111(B) 22=-111(B)23= 111(B)24=-111(B)25=-111(B) 26=-111(B) 27=-61(B) 28=-61(B) 29=-61(B) 30=-61(B) 31=-61(B) 32=-61(B) 33=-61(B) 34=-6l(B) 35— 61(B) 36— 61(B) Q WARNING-Verhydesfgn paremall antl READ NOTES ON THLSANOWCLUOEO MITEKREFERANCEPAGEMIFT4T3reV. ISIM&I201SeEFOREUSE. Design volld for use only with MUekS, connectors, ihls design Is based only upon parameters shown, and Is for on Individual building component, not a huss system. Before use, the building designer must verify the applicablllly of design parameters and papery Incorporate this design Into the overall building design Bracing indicated is to prevent buckling of lndlviduol truss web and/or chord members only. Additional temporary and permanent bracing iwiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of homes and huss system& seeANSVIPI l DualMyCMnla, 03B-09 and SCSI Building Component Batty Inter nations lloble from Russ Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria. VA 22374. 6904 Parke East Blvd. Temps, FL 33610 :V Job Truss Truss Type Cry Ply T78699112 EMERALD -ES Vol Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Jul 14 2019 MiTak Industries, Inc. TUB Nov 19 11:37:19 2019 Page 1 ID:YH W DrOmBnrebgkOSNfKX7 FyquAG-6apclUXkeaexFFwhgXrkIV9Epl aAaZSZVsRBsuyHdkk 3.2.0 6.4.0 3-2.0 &2.0 3x6 = 2x4 4 Scale=1:11.7 LOADING (psf) SPACING- 2-0-0 CS'. DEFL. in (loc)/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 e 1(1) n/a Vert - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.50 Vert(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Martz-P Weight: 17 lb FT LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=179/6-2-13, 3=179/6-2-13 Max Holz 1=16(LC 12) Max Uplift 1=-58(LC 12), 3=-58(LC 13) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2_ 188/259, 2-3=-188/259 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed ; end vertical left and night exposed 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 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 58111 uplift at joint 1 and 581b uplift at joint 3. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any 'particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Thomas A Albani PE No.39380 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 ,&WARNING-vedrydesl9nparameremaed READ NOTES ON TNISAND INCLUDED MR'EKREFERANCEPAGEMII-74Ydrev. latasaar5BEFOREUSE. valid for use only with Mnek® connectors. fits design Is based only upon parameters shown, and Is for an Individual building component, not Et a truss system. Before use, the bulltling designer must verify the applicability of all parameters and properly Incorporate this design Into the overall building all Bracing Indicated is to prevent buckling of lndlvducl truss web and/or chord members only. Additional temporary and permanent brocing MiTek' Is always required for stabillfy, and to prevent collapse with possible personal injury and property damage For general guidance regal the fabrication, storage, ca lvery, erection and bracing of trusses and musssystems, seeANSUTP11 CuolMByy Ci tech, DSB49 and BCSI Bull Component Safety Infonnu9ora vallable from Truss Plate Insfltute, 218 N. Lee Sheet, Suite 312. Alexandre, 6904 Parke East Blvd. VA 22314. Tampa, FL 33610 Job Truss Truss Type - Oty Ply T78699113 EMERALD -ESA V02 Valley 1 1 Job Reference optional) oulloe s rme Jaunre, riGns filly, rl- uc000, d ID:YHWDrOInBrl;; g OSNfK:?W;quZ-amN_yq%MvtinosPVurlOsiiISRxWOiikWBIOKyHdkj 2 Scale=1:13.1 3 2.4 4 2x4 11 I LOADING (part) SPACING- 2-0-0 CSI. DEFL in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Verl n1a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 VerI CT) Na - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 16 Us FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=152/4-11-6,3=152/4-11-6 Max Hoe 1=88(LC 11) Max Uplift 1=-52(LC 12), 3=-66(LC 12) FORCES. (lb) - Max. Compu Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCOL=3.Opsf; h=25ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) 0-9-1 tc 3-9-1, Interior(1) 3-9-1 to 4-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0lost bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 521b uplift at joint 1 and 66 Ile uplift at joint 3. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building Is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thomas A.Afbani PE No.39360 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: November 19,2019 Q WARNING- Verly design persemile ired BEAD NOTES ON THISAND INCLUDED MIIEKNEFENANCEPAGE M674T3ree fO'a.YIG1S BEFORE USE. Design valid for use only with Mltek® connectors. This design Is based only upon parameters shown, and 6 for an Individual building component, not ��- a truss system, Before use, the builtlingg designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall builtling design, Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collopse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, seeANSVmI l CualMy Cdfedo, DS049 and BCSI Bu3dbrp Component 6904 Parke East Blvd. Safety Intomsatlonavallable from True Plate Institute, 216 N. Lee Street Suite 312, Aiellontlrlo, VA 22314. Tampa, FL 33610 Job Truss Truss Type - City Ply T78699114 EMERALD -ES V03 Valley 1 1 Job Reference (optional builders i-Iml source, rlam Grry, rL-J2aob, oeo . ID:YH W DrOmBnrebgkOSNOO(?FyquAG-=NygXMvlmosPVum020siiONR?_JOIIkW BIOKyHdkj 2x4 i 2.4 II 2 3 Scale =1:9.0 LOADING (pso SPACING- 2-M CSI. DEFL, in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.16 Vert(L-) n/a - n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) Na, - We 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 10.0 Code FBC2017frP12014 Matdx-P Weight: 9lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 1=78/2-11-6,3=78/2-11-6 Max Horz 1=45(LC 9) Max Uplift 1=-27(LC 12), 3=-34(LC 12) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=25ft; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 27 lb uplift at joint 1 and 341In uplift at joint 3. 6)'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code.' Thamas A. Albani PE No.39380 61Tek USA, Inc, FL Cart 8634 6904 Parke East Blvd. Tampa FL 33610 Date: November 19,2019 Q WARNING-Viernydesl9nper4meters end READ NOTES ON TN/SANDINCLUDEOMREKREFERANCEPAGEMIF)4TJmv. 101131r2015BEFORE USE Design valid for use only with Mnek0 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a I 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 truss web and/or chord members only. AddItlond temporary and permanent bracing M!Tek' Is always required for stablllly and to prevent collapse with passible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and true systems, seeANSVTPII Cual Criteria. DSB49 and BCSI Building Component 6904 Parke East Blvd. Safety Informationovollobie from Truss Plate Institute, 218 N. Lee Street. BOOS 312 Alexontlrlo. VA 22314, Tampa, FL 33610 Symbols PLATE LOCATION AND ORIENTATION 14- 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0-1na from outside edge of truss. This symbol Indicates the required direction of slots in connector plates. Plate location detalls available In MTek 20/20 software or upon request. PLATE SIZE The first dimension Is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing. only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Ti 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 Inftsixteenths t scale) II'1I (Drawings not to scale) 0 Of O x U O Q 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 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 MfTek 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 SCSI. 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 ANS17rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins 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 alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI1 Quality Criteria.