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Home My WebLink AboutTrussLumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: EDEN_MODEL - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: K Hovnanian Homes Project Name: WS0006 Model: Eden-B Tampa, FL3361o•4115 Lot/Block: 6 Subdivision: Waterstone Address: 5206 Armina Place,. City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 165 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 22 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, sections of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T19546621 CA 2/28/f 2 T19546622 CJ3 2/28/, 3 T19546623 CJ5 2/2M 4 T19546624 CJ7 2/28/, 5 T19546625 EJ7 2/2M 6 T19546626 EJ8 2/28/, 7 T19546627 HJ7 2/2B/f 8 T19546626 HJ8 2/28/, 9 T19546629 T02 2/28/2 10 T19546630 T05 2/28/2 11 T19546631 T06 2/28/2 12 T19546632 T07 2/285 13 T19546633 T08 2/2M 14 T19546634 T09 2/28/5 15 T19546635 T09B 2/28le 16 T79546636 T10 2/285 17 T19546637 T11 2/28/2 18 T19546638 T12 2/28/, 19 T19546639 T13 2/28/, 20 T19546640 V03 2/28/, 21 T19546641 VO4 2/28/2 22 T19546642 V05 2/28/f - RECEIVED MAR 2 5 ' 9?0 ST. Lucie County, Permitting 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: Velez, Joaquin = *; 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 ANSl1TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verity applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. (111IUr4/11 4 6 t82 CC ATE OF :��/` Q RtOP\��`� /p `%� C�p� III IIIt', s PEN 68182 Inc. n. d6634� East Blvd Tampa FL 61 February 28,2020 Velez, Joaquin 1 of 1 Job Truss We I ype Qty y T19546621 EDEN MODEL Oil Comer Jack 6 1 Job Reference (optional) auuoem rimraouma, i ampa, ream cry, nonce aaaco 2.4 = ST1.5x8 STP= LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well LID TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(CL) -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 rJa n/a BCDL ' 10.0 Code FBC2017/TP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 SOT CHORD 2x4 SP No.3 REACTIONS. (Ib/size) 3=-B/Mechanical, 2=125/0-8-0, 4=9/Mechanical Max Horz 2=34(LC B) Max Uplift 3=-B(LC 1). 2=-83(LC 8) Max Grey 3=17(LC 8), 2=125(LC 1), 4=18(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. Scale =1:6.6 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-M 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.Opsf; h=15ft; 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 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 pal 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 81b uplift at joint 3 and 83lb 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.' LOAD CASE(S) Standard Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING-Vvdlydealgnparametem entl READ NOTES ON TTISAND INCLUDED MMSKREFERANCEPAGEW74nmv. laTUQ015BEFOREUSE Design valid for use only with MDea connectors. This design Is based only upon parameters shown, end Is for on Individual bulltling component, not ��- a Was 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 bucWing of Individual buss web and/or chord members only. Additional temporary and permanent bracing M!Tek' u always required for slablIty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of tmsses and Muss systems, seeANSWII GuaW dBeM, DSBi end ICSI Bultlhy Component 69M PeMe East Blvd. Salary InfomtaWnevalloble from Tmss Plate Institute, 218 N. Leo Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type C ityT195422EDEN MODEL CJ3 ComerJack 1 Job Reference (optional) Builders First Source, Plam City, FL-32566. 2.4 = STP= 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:30 2020 Page 1 ID:ts671OCZ21 Eg4xvrhYAIX3yhPJt-t4SCwSDF705RKgkagiJ2Mywci2sOPOC3tle5cczgfyB Scale=1:10.8 Plate Offsets (X,Y)-- [2:0-1-14,0-0-101 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ld PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.25 Vert(LL) -0.00 2-4 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.13 VerI -0.01 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 11 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hom 2=68(LC 12) Max Uplift 3=-49(LC 12). 2=-88(LC 8) Max Gmv 3=52(LC 1), 2=187(LC 1), 4=52(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Extedor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 2-1 IA 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) This truss has been designed for a 10.0 part 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.' Joaquin Velez PE No.68182 MiTek USA, III FL Curt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 OWARNING- Vedlydesfge paremetemand REAGNOTES ON TNISANO INCLUOEOMMSKNEFERANCEPAGEM614YJmv. 1000,2015 BEFOREUSE Deslpn valld for use only with MBek0 connectors, This design Is based only upon parameters shown, and Is for on Individual bulltling component, not a truss system. Before use, Me bulltling designer must veflfy the oppllcobillty, of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Isalwaysrequiedforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guldonce regarding the fabrication storage,delivery. erection and bracing of frusses end truss systems. woANSVIP11 Cualdv Criteria, and SCSI Building Component 6904 Parke East Blvd. Safety Informatbnovolloble from Truss Plate Instlhde, 218 N. Lee Sheet. Sulte 312. Alexantlrlo. VA 22314. Tampa, FL 33610 Job Toss Truss Type Gay Ply T19546623 EDEN—MODEL CJ5 Comer Jack 6 i Job Reference (optional) aWlders First Source, Plant City, FL-32566, 2x4 = ST1.5x8 STP= 8.240 a Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:31 2020 Page 1 IDds6710CZ21 Eg4xvrhYAIX3yhPJt-LHOa8oEtuJDlygJmNOrHv9SjmR9BBtSC6yOf83zgfyA Seale=1:15.8 Plate Offsets (X,Y)— 12:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.49 Vert(LL) -0.03 2A >999 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.26 VerICT) -0.05 24 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Weight: 17 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD Zx4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=104(LC 12) Max Uplift 3=-95(LC 12), 2=-93(LC 8) Max Grav 3=114(LC 1), 2=253(LC 1), 4=92(LC 3) FORCES. (lb) -Max. Comp./Max Ten. -All forces 250 (Ili or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-043, Interior(1) 2-M 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 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.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2020 ,&WANNWG- VedtyderpSlpemmerersend READNOTES ON MMAND/NCLUDEDMREKBEFEBANCEPAGEMX74Mmv. loV12015BEFONEUSE Design valld for use only wlM Mire1sip 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 vedty Me applicability, of design parameters and properly Incorporate mu design Into the overall bull6ing design. Bracing Indicated is to prevent buckling of Individual muss web and/or chard members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobricafen. storage, delivery, erection antl bracing of trusses and muss systems, seeANSWIl Quality Criteria, DS549 and SCSI Burdbp Component 69N Parke East Blvd. Safety informationavolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria: VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty plyT19546624 EDEN_MODEL CJ7 Comer Jack 2 1 LbR.france(optional) Builders First Source, Plant City, FL-32566, 3" = STl.5x8 STP = 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:32 2020 Page 1 ID:1s671OCZ21 Eg4xvrhYAIX3yhPJt-gTZyL7EVedM9a_=7M W RN7gyrS_tKiLKc7CgVzgfy9 Scale =1:19.8 Plate Offsets (X Y)-- [2:0-0-10 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.11 24 >741 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 1 n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 23lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3--Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=106(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - Mehl. CompurMax. Ten. -All forces 250 fib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15N; Cat. II; 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 6-1 IA 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.01 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except (jt=1b) 3=120, 2=106. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February28,2020 Q WMNWG- yedty Oeslgn peremetemend NEAO NOTES ON TNISANO WCLUOEO 111NEKREFIeWCEPAGEMl4T4T3 rev. 10,11112015 GUOSEUSE Design valid for use only with Mlrek®connectors. Mls design Is based only upon parameters shown, and Is for an Individual building component, not ��- a area system. Before use, the bulJding designer mustverify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent bucNing of Individual Muss web and/or chord members only. Additional temporary and peononent bracing MiTek' Is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of truster and truss systems, saeANSVIPII QuaII1y Cmedo, DSB 69 and SCSI Buldkrp Component 69M Parke East Blvd. Safety Inf annotbn evadable from Truss Rate Institute. 218 N. Lee Street. Suite 312. Alexondrla. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T19546625 EDEN MODEL EJ7 Jack -Open 12 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 314 = ST1.5x8 STP= 8.240 s Feb 7 2020 MiTek Industries, Inc. Fn Feb 28 08:19:33 2020 Page 1 ID:ts671OCZ21 Eg4xvrhYAIX3yhPJt-If7LYTF7PxU?B8S9Vgtl aY?iFoDcmyVZGtmCxzgty8 Scale=1:19.8 LOADING (psQ SPACING- 2-0-0 CS'. DEFL. in (too) Ildeft Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL L25 TC 0.71 Vert(LL) 0.11 2-4 >741 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC It Ven((C -0.18 2-4 >431 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hoa(CT) -0.00 3 n/a Na BCDL 10.0 Coda FBC2017frP12014 Matrix-SH Weight: 23lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 3-Mechanical, 2=0-8-0, 4--Mechanical Max Horz 2=140(LC 12) Max Uplift 3=-120(LC 12), 2=-106(LC 12) Max Grav 3=159(LC 1), 2=324(LC 1), 4=121(LC 3) FORCES. (lb) - 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=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone; cantilever left and right exposed ;end vertical left and right elposed;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 pelf 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) except (jt=lb) 3=120, 2=106. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." Joaquin Velez PE No.68183 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Job Truss Thus Type OIY Ply T19546626 EDEN_MODEL EJ8 Jack -Open 8 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 3.6 = ST1.5x8 STP = 8.2413 S Feb 7 2u2u MI I six industries, Inc. Fn Feb zu uunu:a3 2uzu rage T IDds671OCZ21 Eg4xvrhYAIX3yhPJt-If7LYTF7PxU7B8S9Vg11_aVz1FIVcmyVZGtmGx gfye Scale=1:22.2 Plate Offsets (XY)— [2.0-6-2 0-0-41 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grp DOL 1.25 TO 0.90 Vart(LL) 0.17 2-4 >523 240 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.65 Vart(DT) -0.33 2-4 >281 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na this BCDL 10.0 Code FBC2017/TPI2014 Matill Weight: 271b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1VIechanical, 2=0-8-0, 4=Mechanical Max Hom 2=158(LC 12) Max Uplift 3=-139(LO 12), 2=-116(LC 12) Max Grav 3=185(LC 1), 2=360(LC 1).4=140(LC 3) FORCES. (lb) - Max Compr`Max Ten. -All tomes 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 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=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exteror(2) -1-0-0 to 2-". Interior(1) 2-" to 7-11-4 mine; 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) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 3=139, 2=116. 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.' Joaquin Velez PE No.66162 Mil USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING. Verilyda9Sn Miarnitenand READNOTES ON MSMDMCLUDWMN REFENA,VCEPAGEMb74"a . 10,'a34sa156EFORE USE Design valid for use only with MRek® connectors. Phis design Is based only upon parameters shown, and Is for on haNitlual building component not ��- a truss system. Before use. the building designer must verity the eppllcabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing WOW Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guldance regarding the fabrication, storage. delivery, stee lon and bracing of truces and muss systems, seeAN51/1PIl CuaBh CmeM, 103549 and BCSI Bull Component 6e04 Parke East BNd. Safely Informotionovollabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria. VA 22 14. Tampa, R 33610 Job Truss Truss Type City Ply T19546627 EDEN MODEL HJ7 Diagonal Hip Girder 2 1 Job Reference (optional) Builders Rrst Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:34 2020 Page 1 • ID:ts6710CZ21 Eg4xvrhYAIX3yhPJt-mshjmpGIAEcspHiL3Y0](o4FZf8ZL82eowcJlNzgfy7 -1-5-0 5.2-9 9.10-1 1-6-0 5.2-9 I. 4-7.8 i 2x4 = 2x4 = ~' 5 3x4 = Scale =1:20.6 Plate Offsets (X Y)— [2:Edoe 0-0-6) LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (too) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.39 Vert(LL) -0.03 6-7 >999 24D MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.33 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matll Weight: 41 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-15, 5=Mechanical Max Hom 2=151(LC 22) Max Uplift 4=102(LC 4), 2— 176(LC 4), 5=-102(LC 8) Max Grav 4=124(LC 1), 2=445(LC 1), 5=290(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23= 762/265 BOT CHORD 2-7=-331/702, 6-7=331/702 WEBS 3-6= 746/352, 3-7=0/284 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- (8) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcursent 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 connectlon (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=11c) 4=102, 2=176, 5=102. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 lb down and 85 Ib up at 1-4-15, 80lb down and 851b up at 1-0-15, 29 lb down and 43 lb up at 4-2-15, 29 lb down and 43lb up at 4-2-15, and 55 lb down and 100 lb up at 7-0-14, and 55lb down and 100 lb up at 7-0-14 on top chord, and 1 lb down at 1-4-15, 1 lb down at 1-4-15, 18 lb down at 4-2-15, 181b down at 4-2-15, and 38 lb down at 7-0-14, and 38 lb down at 7-0-14 on bottom chord. The design/selection of such connection devices) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (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 lncrease=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4=-54, 2-5=-20 Concentrated Loads (Ib) Vert: 8=44(F=22, B=22) 10= 75(F= 38, B=-38) 13=-36(F=-18, Bl8) Joaquin Velez PE No.68182 MiTek USA, Ina FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNWG-Vedyydeslgnparemetersand READNOMS ON TNISANDWCLUDEDMREKREFEMNCEPAGEMX74Ma y. fae sfOI58EFORE USE. Design valid for use only with MUekS, connectors. this design Is based only upon parameters shown, antl is for an Individual building component, not ��- a buss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this tleslgn Into the overall building tleslgn. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal lniury and property damage. For general guidance regarding the fabrication storage, all erection and bracing of trusses and truss systems. seeANSUIPII Quality CrBado, DSB49 and SCSI Bu ldbp Component 69W Parka East Blvd. Safely Informatbnavaaable from Truss Nate Institute, 218 N. We Street Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Ott, Ply T19546628 EDEN—MODEL Hill Diagonal Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb ID1S671OCZ21Eg4xvrhYl Inc. Fri Feb 28 08:19:35 2020 Page 1 3x4 = n 5 3x4 = 5-1142 1 54-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vart(LL) -0.07 6-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Ven(CT) -0.16 6-7 >802 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.61 HOrz(CT) 0.02 5 We n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-SH Weight: 47 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or5-4-10 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or B-6-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=170(LC 4) Max Uplift 4=-198(LC 4), 2=-216(LC 4), 5=-131(LC 8) Max Grav 4=247(1-C 1), 2=541(LC 1), 5=456(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. TOP CHORD 2-3=-1075/403 BOT CHORD 2-7=-473/999, 6-7=-473/999 WEBS 3-7=0/382, 3-6=-1060/501 NOTES- (8) 1) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psk BCDL=3.Opst h=15ft; Cat. II; Exp B; Encl., GCpi=0.10; 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 ib uplift at joint(s) except Ut=1b) 4=198, 2=216, 5=131. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 80 It, down and 85 lb up at 1-5-12, 80 Its dawn and 851b up at 1-5-12, 29 lb down and 431b up at 4-3-11, 291b down and 43 Ib up at 4-3-11, 55 lb down and 100 Its up at 7-1-10, 551b down and 100 lb up at 7-1-10, and 86 lb down and 127 Ito up at 9-11-9, and 86111 down and 1271b up at 9-11-9 on top chord, and 1 Ib down at 1-5-12, 1 Ito down at 1-5-12, 18Ib down at 4-3-11, 18 Ib down at. 4-3-11, 381b down at 7-1-10, 38 Ile down at 7-1-10, and 67 Ib down at 9-11-9. and 67111 down at 9-11-9 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 Joaquin Velez PE No.68182 Uniform Loads (plf) MiTek USA, Inc. FL Cart 6634 Veit: 1-4=-54, 2-5=-20 6904 Parke East Blvd. Tampa FL 33610 Concentrated Loads (lb) Date: Vert: 8=44(F=22, B=22) 10=-75(F=38, B= 38) 11— 173(F=86, 8=-86) 14=36(F =-1 =-18, B=-18) 1501(F= 51. B=51) February,28,2020 Q WARNING -Verltydeet9e,m.teraamdREADNOTES ON MIS AND MCLUDEDMREKREFERANCEPAGEMA7473rev. 1eT3C015 BEFORE USE. Design valld 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, me building designer must verify the applicability of design parameters and properly Incorporate the design Into the overall bulitling design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent Isalwaysrequlredforstabllltyandtopreventcollapsewith possible personal injury and properly damage, For general guldonce regarding the fold loa storage. delivery, erection and bracing of trusses and truss systems, seeANSVIP11 Cual�apys. Critelli DS5419 and BCSI Building Component 69M Parke East Blvd. Safety IMpm ationa llobie from Truss Plate Institute, 21 B N. Lee Street, Suite 312, Alexandria VA 22314 Tampa, FL 33610 Job Truss Thus Type Oty Ply T19546629 EDEN_MODEL T02 Common 4 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 6.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:36 2020 Page 1 ID1s6710CZ21 Eg4xvrhYAO(3yhPJt-iEpTBVH7issa2bBkAzOScDAbBSsop67xFE50pGzgfyS -1-PO 6-0-0 12.0-0 1-0.0 6-0-0 6-0-0 Scale=1:21.4 4x6 = ST1.5x8 STP= `. r' ST1.S%B STP= 3x4 = 3x4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Cade FBC2017rTP12014 CSI. TC 0.38 BC 0.36 WB 0.10 Matdx-SH DEFL. in Ve art 0.04 Vert(CT) -0.07 Hou(CT) 0.01 (loc) I/defl L/d 4-5 >999 240 4-5 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=0-8-0, 2=0-8-0 , Max Hoe 2=54(LC 16) Max Uplift 4=-136(LC 13), 2=-174(LC 12) Max Grav 4=415(LC 1).2=496(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-650/406, 3-0=-649/424 BOT CHORD 2-5=-287/536, 4-5=-287/536 WEBS 3-5=-22/266 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCp1=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Imerior(1) 2-0-0 to 6-0-0, Exterior(2) 6-0-0 to 9-0-0, Interior(1) 9-0-0 to 11-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 DO bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 4=136, 2=174. 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." Ia Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2020 O WARNING -Venty diverge psem;efers end READ NOTES ON MIS AND INCLUDED Uni REPERANCE PAGE MIP74M rev. local BEFORE USE Design valid for use only with Walla connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a Isystem. Before use, the building designer must verity the appllcobllry of desgn parameters end propeey Incorporate this design Into the overall builtlingdedgn.&ocing Indicated is to prevent bucming of individualtruss; truweb and/or chord members only. Addinanal temporary and permmentbrccmg p! MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrlcatbn, storage, dolNery, erection and bracing of trusses and truss systems, seeANSI/IPI7 CualBy Cdbda, DSBAg and 11CSI Bulding Component 6904 Parke East Blyd. Safety Informalbw noiloble from trss uPlate Institute, 218 N. lee Street Suite 312. Alexontlrip. VA 22 14. Tampa, FL M610 Job Truss Truss Type Oty Ply T19546630 EDEN MODEL T05 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566. 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:37 2020 Page 1 IDds6710CZ21 Eg4xvrhYAIX3yhPJt-AONrOrleT9_Rglmwkg#180ij3s6CYVZ4UuaLizgfy4 7-6-O0 4-60-00 922--2 I 0-0 --i-0�412 5-54 6-2 S-94 36-0-0 Scale: 3/16-=1' 6 nnR-9 Sale = 2.4 11 Sx8 = 4 18 5 19 6 3.6 = 2x4 II are; = 3x8 = 3.4 = 2x4 II 3x6 = 3x4 = 3.6 = 11-0.0 2-6-0 240.035-0-0 r 5-9-14 I E132 6-6-0 i 6.6-0 &2-2 I b&/4 Plate Offsets (X Y)- 12'0-3-0Edger f4'0-5-12 0-2-81 (6:0-5-12 0-2-81 18:0-3-0 Edger LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) 1/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vett(LL) -0.20 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.38 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.34 Hord(CT) 0.13 8 n/a Na BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 175111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-80(LC 17) Max Uplift 2=-432(LC 8). 8=-432(LC 9) Max Grav 2=1342(LC 1), 8=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puffins. BOT CHORD Rigid ceiling directly applied or5-0-10 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3- 2711/1566, 3-4=-2260/1365, 4-5=-2408/1513, 5-6=-2408/1513, 6-7= 2260/1365, 7-8=2711/1566 BOT CHORD 2-16=-1348/2423, 15-16=-1348/2423, 13-15=-1037/2042, 11-13=-1040/2042, 10-11=-1351/2423, 8-10=-1351/2423 WEBS 3-15=-437/346,4-15=-115/367,4-13=-299/568, 5-13=-398/350, 6-13=-299/568, 6-11=-115/367,7-11=-437/346 NOTES- (7) 1) Unbalanced root live loads have been considered for this design. 2) Wind; ASIDE 7.10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C EXadDr(2) -1-M to 2-6-0, Interior(1) 2-6-0 to 11-0-0, Exterior(2) 11-0-0 to 15-11-6, Intedor(1) 15-11-6 to 24-0-0, Exterior(2) 24-0-0 to 29-2-2, Interior(1) 29-2-2 to 36-0-0 zone; cantilever left and right 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. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=432, 8=432. 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! Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-Ver/yydesl5npwarnatersead READNOTES ON THIS AND INCLUDED MREKREFERANCE PAGE UIP742arev. IG032e15REFORE USE Design valid for use only with MOakw connectors, This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the bulltling designer must verify the appllcablIty of design parameters and properly Incorporate this dedgn Into the overall building design. Bracing Indicated 4 to prevent buckling of Individual puss web and/or chord members only. Additional temporary end 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 thin systems. seeANSUIPII Quality Cabao, DSB49 and SCSI Building Component 6904 Parke East Blvd. Safety h/omsafbnovallable from Truss Rate Insfif tile, 218 N. Lee Street. Suite 312 Alexontlrio. VA 22314. Tampa. FL 33610 Job Truss Truss Type Oty Ply T19546631 EDEN_MODEL T06 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32565, a.24u s teD / 2UZu MI I ex Inauslrles, ri rn rea 20 U,:1e:Ja 2U2u IDds6710CZ21 Ea4xvrhYAIX3vhPJt-edxEcBJGET61lvL71OTwheFtOG01 HvIEIYeW b 416 = 3x4 = 4,16 = 4 518 19 6 3x6 = 2x4 II 4x6 = axe = 2x4 II 3x6 = aide = 4x6 = Scale: 3/16'=1' LOADING (pst) 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. TO 0.59 BC 0.82 We 0.53 Mairix-SH DEFL Vert(LL) Vert(CT) Hom(CT) in (too) I/detl Ud -0.24 12-13 >999 240 -0.50 12-13 >820 180 0.13 8 n/a We PLATES GRIP MT20 244/190 Weight: 173 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Hom 2=93(LC 12) Max Uplift 2=416(LC 12), 8=416(LC 13) Max Grav 2=1342(LC 1), 8=1342(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-2685/1519, 34= 2106/1266, 4-5=d891/1244, 5-6= 1891/1244, 6-7=-2106/1266, 7-8=-2685/1519 BOT CHORD 2-15=-1296/2397, 13-15=-1296/2397, 12-13=-989/1986, 10-12— 1300/2397, 8-10=-1300/2397 WEBS 3-13=-581/423,4-13=-242/517, 5-13=-269/183, 5-12=-289/183, 6-12=-242/517, 7-12=-581/423 NOTES- (7) 1) Unbalanced root 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=15tt; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterdr(2) -1-0.0 to 2.6-0, Interior(1) 2-6-0 to 13-0-0, Extedor(2) 13-0-0 to 17-11-6, Interior(1) 17-11-610 22-0-0, Extedor(2) 22-0-0 to 26.11-6, Intedor(1) 26-11-6 to 36-0-0zone; cantilever left and right exposed; end vertical left and right exposeri for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provido adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCD = 101 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Gt=lb) 2=416, 8=416. 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." Id Joaquin Velez PE No.68192 MTek USA, Inc. FL Cart 6634 69114 Parke East Blvd. Tampa FL 33610 Data: February 28,2020 AWARNING -Veritydas/gnparaniiiiand READ NOTES ON THIS AND INCLUDED MITENREFERANCEPAGEMUJ4YU rev.10132015BEFORE USE Deelgn valid for use only with MTei connectors. This design Is based only upon parameters shown and Is for an Individual building component not �`- a truss system. Before use. the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bmcing MlTek prevent Is oiwoys required for stability and to prevent collapse with possible personal Injury and property damage, For general guidance regarding the fobilcotlon. storage, delroery, erection and bracing of Uusses and truss systems. sseANSVrPII Quality Creedal D3549 and SCSI Building Component 6904 Palle East Blvd. Tampa, FL 33610 Safety Infoenationavaliable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Truss Truss Type Cry Ply T19546632 EDEN_MODEL T07 Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:39 2020 Page 1 • ID:ts67IOCZ21 Eg4xvrhYAIX3yhPJt-GpVcpXKu7nE9v3wJr5_9DroOBgmLOGONxCK40bzgfy2 r1-0-0 -0- --0 10 I 722-2 I 0 36.0-0799--1744 175-2a2 2aa2a 7 7%-I4 1-0-d 5.00 12 5.8 = 5x6 = Scala =1:64.8 ST1.5x8 STP= 16 " 14 13 " 11 ST1.5x8 STP= 3x6 = 2x4 II 4x6 3x4 = 3,8 = 4x6 2x4 II 3x6 = 7-2-2 0-0z.2 3999-144 I 162a20 6aao 2-2 754 Plate Offsets (X,Y)-- [2:0-3-0,Edoel [5:0-5-12,0-2-8][6:0-3-0 0-2-01 [9:0-3-0 Edoel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.17 13-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.35 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 172 lb FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Hom 2=106(LC 12) Max Uplift 2=-433(LC 12), 9=-433(LC 13) Max Grav 2=1342(LC 1), 9=1342(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc pur ins. BOT CHORD Rigid ceiling directly applied or 5-1-6 oc bracing. FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2655/1475, 3-5— 1932/1180, 58=-1715/1172, 6-8=-1933/1180, 8-9= 2655/1475 BOT CHORD 2-16=-1249/2365, 14-16=-1249/2365, 13-14= 805/1714, 11-13=-1252/2365, 9-11=-1252/2365 WEBS 3-16=0/329, 3-14= 733/490, 5-14=166/445, 6-13= 190/445, 8-13=-732/490, 8-11=0/328 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ff; Cat. II; Exp B; Encl.. GCpi=0.18; MW FRS (envelope) and C-C Extedor(2) -1-0-0 to 2-6-0, Intedor(1) 2-6-0 to 15-0-0, Extedor(2) 15-0-0 to 24-11-6, Interior(1) 24-11-6 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 ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at Joint(s) except ()t=lb) 2=433, 9=433. 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." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWANN/NG-Venry Cesl9nparamerersead6EAD NOTES ON WISAND&CLUDEDMITEKREFENANCEPAGEM474mmr 1GTYte15SUONEUSE Design valid for use only with MBetG 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 doggn parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual Buss web and/or chord members only. Additional temporary and permanent bracing MiTek' a always required for stabIlity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fobrication. storage, delivery, erection and bracing of trusses and truss systems, seeANSVrpll Qualify Canada, DSB49 and SCSI Building Component 6904 Palle East Brad. Safety Infoanatbrmallabie from Buss Plate Institute, 218 N. Lee Street. State 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type aY Ply T19546633 EDEN MODEL TOB Hip 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:41 2020 Page 1 IDds6710CZ21 Eg4xvrhYAIX3yhPJt-3CcMECLBXOUt9M4hzW OdJGtOdTOXUFHgP W pBUTzgfyo 18-0-0 in Gta U%- l3 17a 17-0-0 22-8a 2&10.13 3580 3G48 �ia�o s-1a I o-zno I a -ea d-s6� a -ea I eF I sta to^o aa-0 Scale = 1:64.8 5.00 12 678 1g 3x4 = 3x8 = 3x4 = e-o-0 9-&ta 17-0-0 17$ T22 3560 e-e-14 I o-z-z o-z-I e-9-14 � oao Plate Offsets (X,Y)-- [2:0-3-0,Edge]. [6:0-3-0,0-2-41, [8:0-3-0,0-2-41.112:0-3-0,Edgel LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) /deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.17 16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.38 16-18 >999 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.12 12 rVa n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH Weight: 171 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-4-3 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-8-0 Max Horz 2=-120(LC 13) Max Uplift 2=-447(LC 12), 12=-447(LC 13) Max Gran, 2=1342(LC 1), 12=1342(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2663/1397, 3-5=2429/1304, 5-6— 1695/1036, 6-7=-1512/991, 7-8=-1512/991, B-9— 1695/1036,9-11= 2429/1304,11-12=-2663/1397 BOT CHORD 2-18— 1185/2396, 16-18=900/1926, 14-16=-907/1926, 12-14_ 1192/2396 WEBS 3-18=-299/277, 5-18=-159/493, 5-16=-599/449, 9-16=-599/449, 9-14=-159/493, 11-14=-299/277,7Y6=-533/998 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.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-6-0 to 17-0-0. Exterior(2) 17-0-0 to 22-8-3. Interior(1) 22-8-3 to 36-0-o 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 ponding. 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 anyother live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 2=447, 12=447. 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.' Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Job Truss Truss Type Ply T19546634 EDEN_MODEL T09 Common �Cffy 17 1 Job Reference (optional) B01ders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 MITek Industries, Inc. Fit Feb 28 08:19:42 2020 Page 1 ID:ts6710CZ21 Eg4xvrhYAIX3yhPJt-XOAkRYMmlickmW euXDXsrUObBtmW DiMgeAYklwzgty7 t-0- fi-1-2 12-3-12 17-6.0 22.8.4 28-8-13 35-g— 6-0- 5.2-0 6.3-3 d 46 = 5.00 12 Scale = 1:62.4 3x6 = 3x4 = 3x6 = 3xe = 3.6 = 3x4 = 3x6 = Ib LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -0.17 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.38 14-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 Horz(CT) 0.12 10 We n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 172 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-1-2 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0 Max Harz 2=-123(LC 13) Max Uplift 2=-451(LC 12), 10=-451(LC 13) Max Grav 2=1342(LC 1). 10=1342(LC 1) FORCES. (III) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2663/1353, 3-5= 2429/1256, 5-6=-1693/994, 6-7=-16921993, 7-9=-2411/1251, 9-10=-2650/1348 BOT CHORD 2-16=-1126/2395, 14-16— 840/1929, 12-14=-855/1930, 10-12— 1137/2383 WEBS 6-14=-523/1010, 7-14=-610/423, 7-12=-155/484, 9-12=-301/275, 5-14=-609/426, 5-16=-156/493,3-16=-297/275 NOTES- (6) 1) Unbalanced root 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=15h; 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 17-6-0, Exterior(2) 17-6-0 to 21-0-0, Interiar(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This Imss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 01=11b) 2=451, 10=451. 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.' Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6624 6984 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q WARNING -Verilydeslgn parameters and READ NOTES ON THISAND INCLUDED MRrEKREFERANCEPAGEMb7Mhi 1PMV1P15 BEFORE USE. Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Indlviduol building companenl not ��- a buss system. Before use, the building designer must verity Me oppllcablllly of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOWis always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcafer, storage, delivery, erection and bracing of trusses and thus system& saeANSMII Cua1 CMoM, OSB-09 and SBuilding Component 6906 Palle East l Blvtl. East0 Safety Informatbnovallable from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22 14. Tam a, FL P Job Tess Truss Type OtY Ply T79546635 EDEN_MODEL T09B GABLE 1 1 Job Reference o tional Builders First Source, Plant City, FL-32566, 524U s FED 7 ZUZU MI Iex mausines, Inc. no eeD 26 UUAW: aUZU rage 1 IDds6710CZ21 Eg4xvrhYAIX3yhPJt-TnlVsE0lgJsSOgoGeeZKmVqfhUOhZ765TIT4ezgba 1e-4-0 1Aq 6-1-0 11-BL 12-11y 16-8-0 1]6-0 224-10 ,234-0 Be-111 350-0 aOOq 1 8-14 3>-0 134I 3rY12 1 39-10 1 zs+ &7 4 V. 11L. a 1a6 - Scale=1:66.0 d 4x6 = 5.00 12 446 i ST1.5z8 STP= ST1.6x8 STP= 7x10 = 5x6 = 7x10 = 3x8 II 4x6 = 12-11.4 12-00 17-6-0 &1-0 ag 14 114-0 llr" IV 16'-0 184-0 ffi1-10 43d-0I 25,412,2 a6.11q 350-0 r 8-1-0 1d&06r�1 312 1 9410 I1-2S -]- rift-1 &lO ed-0 U100 0-114 Plate Offsets (X,1)-- [2:0-5-1,0-1-101, [7:0-0-13,0-1-0], [10:0-5-0,0-4-8], [11:0-4-0,0-3-8], [12:0-3-8,0-1-8], [21:0-5-13,0-0-3], [24:0-4-8,0-4-81, [26:0-4-12,0.1-8], [27:0-0-8,0-4-8] f29:0-1-14 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.14 21-23 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.15 21-23 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.02 26 nla n/a BCDL 10.0 Code FBC2017/7PI2014 Matrix-SH Weight: 280 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 3-03 act pudins. 3-8,8-20: 2x6 SP N0.2, 1-4,19-22: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 4-2-6 act bracing. BOT CHORD 2x6 SP No.2 JOINTS 1 Brace at Jt(s): 11, 15, 33, 14, 5 WEBS 2x4 SP No.3 , OTHERS 2x4 SP No.3 REACTIONS. All bearings 03-0. (lb) - Max Harz 2=-123(LC 13) Max Uplift All uplift 100 lb or less at]oint(s) except 2=-671(LC 27), 21=-1190(LC 38), 27=941(LC 35), 26=-1661(LC 38) Max Grav All reactions 250 lb or less at joint(s) except 2=649(LC 48), 21=1243(LC 52), 27=999(LC 48), 27=745(LC 1), 26=3159(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I o) or less except when shown. TOP CHORD 2-3=-1611/1647, 3-6=1111/1250, 6-7=-790/948, 7-9=-807/914, 9-13=-441/636, 13-16=-721/B41,16-18=-706f744,18-20=1038/1064,20-21=-3575/3272, 3-5=645/730, 5-10=-6401725, 10-11= 474/466,11-12= 39/305,12-14=-1207/924,14-15=-1207/924, 15-17=-1246/948,17-20_ 1247/948 BOT CHORD 2-28=-1595/1594, 27-28=-821/809, 26-27=-1296/1244, 25-26=-829/744, 24-25=-519/540, 23-24=-2010/2392, 21-23=-2865/3154 WEBS 9-11=-654/428, 3-28=49/314,20-23=-382/688, 3-27=-762/585, 10-27=-751/782, 12-24=-1144/1767,20-24=-944/656,7-11=-236/339,11-33— 883f725,16-33=-851f700, 15-16=-365/463, 10-26=2702/2244,12-25=-1462/1040,10-25=-1090/1656 NOTES- (14) 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=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 17-6-0, Extedor(2) 17-6-0 to 21-0-0, Interior(1) 21-0-0 to 36-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; 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. Joaquin Velez PE No.68182 6) Gable studs spaced at 2-0-0 oc. MTek USA, Inc. FL Cad 6834 7) This tmss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6904 Parke East Blvd. Tampa FL 3361D 8) ' 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 Date: will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 671 It, uplift at joint 2, 1190lb uplift at February 28,2020 QWABN/NG-Verflydealgn perdmeteraendNEAD NOTES ON TNISANDINCLUDED mIrEKNEFEN4NCEPAGEMM17473rev. 1D9YtOfBBEFONE USE Deelgn valid for use only with Maek® connectors. This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a huss system. Before use, the bulltling designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building Bracing Indicated U to buckling lndMdualhWs members oNy. Addflonol temporary and permanent bracing M!Tek' design. prevent of web and/or chord Is always required for stablilty and to prevent collapse w0h possible personal Injury and proper, damage. For general guidance regarding the storage. delivery. erectlon and bracing of buses and truss systems, seeANSUIPII Quality Cmsdo, D3549. and SCSI Building Component fi904 Parke East Blvd.fabrication, Sofstv Informallonavolloble from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oty Ply T79546fi35 EDEN_MODEL T098 GABLE 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566. 6.240 s Feb 72020 MiTek Industries, Inc. Fri Feb 28 0809:44 2020 Page 2 ID:ts671OCZ21 Eg4wrhYAIX3yhPJt-TnIVsEO1 gJsSOgoGeeZKwvVqfhUOhZ765T1 r4ozgbm NOTES- (14) 10) This truss has been designed fora total drag load of 100 pit. Lumber DOL=(1.33) Plate gdp DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-M to 35-0-0 for 100.0 pit. 11) Graphical Pullin 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) 247lb down and 181 It, up at 27-" on top chord, and 456 It, down and 335lb up at 27-M 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). 14) "This manufactured product is designed as an Individual building component. The suitability and use of this component for any particular building is the responsibilityof 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: 12=-54, 3-9=-54, 9-20=-54, 20-22=-54, 2-39=-20, 23-39=-65(F=-45), 21-23=-20, 20-40=-93(F) Concentrated Loads (Ib) Vert: 23=-456(F) 37= 247(F) Job Truss Truss Type Oty Ply T19546636 EDEN MODEL T10 Hip Structural Gable 1 1 Job Reference (optional) Builders First Source, Plant City, FL - 32566, 8.240 s Feb 7 2020 Nut ek Industries, Inc. Fin Feb 28 USA 9:46 202U Page 1 ID:1s671OCZ21 Eg4xvrhYAlx3yhPJt-P90FHwPHLw69F7ykn3ce0KaCKU799RmPYnW y9hzgfxx 4-9-14 9.0-0 74-8-0 20.4,0 26-0-0 30.2-2 35-0-0 36-0-0 4-a 4 4.2-z 1 s-B-D 1 5-e-o s-B-o 4-z-z a-sa- ;4 V 5.00 f 12 5x6 = 3x8 = 3x6 = 3xB = 5x6 = 4 20 5 6 7 21 8 17 ,o m ST1.Sx8 STP= 3x6 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2017/TPI2014 LUMBER - TOP CHORD 2x4 SP No.1 'Except' 6-8,4-6: 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 3x4 = 3x6 = 6x8 = 5x8 = Scale = 1:62.5 Cat. DEFL. in (too) Well L/d PLATES GRIP TIC0.78 Veli -0.13 2-17 >821 240 MT20 244/190 BC 0.93 Vert(CT) -0.28 10-12 >999 180 WB 0.92 Horz(CT) 0.04 10 n/a n/a MattiWeight: 167 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-8 oc puffins. BOT CHORD .Rigid ceiling directly applied. WEBS IRow at midpt 5-17 REACTIONS. All bearings 10-0-0 except (jt=length) 10=0-8-0, 161 (lb) - Max Horz 2=67(LC 35) Mats Uplift All uplift 100 lb or less at joints) 16 except 2=-1192(LC 43), 17=-1039(LC 29), 10=-1829(LC 30) Max Grav All reactions 250 lb or less atjoinl(s) 16 except 2=1137(LC 30), 17=1766(LC 1), 10=1918(LC 47) FORCES. (Ib) -Max Comp./Max. Ten. -All forces 250 (lb) of less except when shown. TOP CHORD 2.3=-3048/3095, 3-4=-2073/2229, 4-5=-1413/1616, 5-7=-1770/1673, 7-8=-2214/2018, 8-9=3539/3169, 9-10=4688/4510 BOT CHORD 2-17=-2973/2860, 16-17=-1319/1417, 14-16=-1022/1120, 12-14=-2586/2829, 10-12=-3992/4352 WEBS 3-17=-389/432, 4-17=-590/570,5-17=-2109/1907, 5-14=-1026/1251, 7-14=-1057/1085, 7-12=-1058/1141, 8-12=-567/730, 9-12=-385/376 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10: Vult=165mph (3-second gust) Vascli 26ni TCDL=4.2pst BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exterior(2) -1-0-0 to 2-6-0, Interior(1) 2-6-0 to 9-0-0, Extedor(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 36-0-0 zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 16 except Qt=lb) 2=1192, 17=1039, 10=1829. 7) This truss has been designed for a total drag load of 250 pit. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drat loads along bottom chord from 0-0-0 to 35-0-0 for 250.0 pit. 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." 6 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33010 Data: February 28,2020 OWARNING- Verltytleelgnparemefenand READ NOTES ON THIS AND INCLUDED M1IEx REFERANCE PAGE M674"mr, 100.341015 BEFORE USE. Design valid for use only with MOek® connectors. IDls design Is based only upon parameters shown, and Is for on Individual bulltling component, not ��- a truss system. Before use, the buffeting designer must verify the applicability of design parameters antl properly Incorporate this design Into the overall building design. Bracing Indicated b to buckling of Inc Mdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stablllty, 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, NdANSUIPII GualBy Cdfedo, DSI and SCSI Building Component 69N Peter East Blvd. Safety Infarmatbmvallable from Truss Plate Institute, 218 N. Ise Street Sulfa 312, Alexandria. VA 22314, Tampa, FL 33610 Job Truss Thus Type City Ply T19546637 EDEN_MODEL T11 Hip Girder 1 1 Job Reference (optional) - Builders First Source, Plant Gity, FL- 32566, 8.240 s Feb 7 2020 Mil Industries, Inc. Fri Feb 28 08:19:48 2020 Page 1 ID:ts671OCZ21 Eg4xvrhYAIX3yhPJt-MYXOicRXtYNtUR62tUeG51fvslgOdOZi05?2DZzgfxv tl 33.8-11 73-.0.I 04-00 21 52.1114 0.3fi-0.0 32 5 3-4-36.2 0.0 4-0-0 Scale: 3fl6'=1' 10x16 MT20HS 11 5.00 12 2x4 11 4x12 = 3x8 = 3x4 = 3 17 4 18 19 5 20 21 22 6 23 7 24 Sx6 = 25 26 8 41 Ld 14 2a du 01 32 la :N d4 R aJ do 3x4 = 2x4 II ST1.5xB STP= Sx6 = Sx6 WB= 30 = 3x6 = 6x8 = 3x6 = 10.4-0 19-1.8 28-0-0 35-0-0 -0 1 8.9-8 8-10-8 7-0-0 Plate Offsets (X Y)-- [2:0-2-0Edge] 13:0-2-4 0-7-0] [8:0-3-0 0-2-41 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.97 VerI -0.21 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.4811-13 >604 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.71. HOrz(CT) 0.04 9 1 1 BCDL 10.0 Code FBC2017ITP12014 MatdX-SH Weight: 1591b IFT=20% LUMBER - TOP CHORD 2x4 SP No.1 'Except' 3-6: 2x4 SP M 31 BOTCHORD 2x4 SP No.1'Except' 12-14: 2x4 SP M 31 WEBS 2x4 SP No.3 *Except* 5-13: 2x4 SP Ne.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=03-0, 9=0-8-0, 15=0-8-0 Max Horz 2=-53(LC 28) Max Uplift 2= 361(LC 20), 9=-615(LC 9), 15=-1566(LC 4) Max Gmv 2=220(LC 15), 9=1502(LC 20), 15=3859(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 5-5-7 Do bracing. WEBS 1Row at mil 5-15 FORCES. Ila) -Max. Comp./Max. Ten. -All farces 250 (lb) or less except when shown. TOP CHORD 2-3=-478/1210, 3-4=-974/2407, 4-5=-974/2407, 5-7=.2295/907, 7-8=-2792/1184, 6-9=-3092/1247 BOT CHORD 2-16=-1085/487, 15-16— 1066/483, 11-13=-1211/2879, 9-11=-1075/2760 WEBS 3-16=-99/450, 5-15— 3062/1447, 5-13=-897/2699,7-13=-10101704, 8-11=-921736, 4-15=-275/177,3-15=-1914/822 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=15tt; Cat. II; Exp B; Encl., GCpIl18; Ml (envelope); cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 100 lb uplift at )oint(s) except Ot=lb) 2=361, 9=615, 15=1566. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 124 lb down and 125111, up at 7-". 105 Ile down and 125 lb up at 9-0-12, 105 lb down and 125 lb up at 11-0-12, 105 It, down and 125 It, up at 13-0-12, 1051b down and 125 lb up at 15-0-12, 105 It, down and 125 lb up at 17-0-12, 1051b down and 125 It, up at 17-11-4. 105 lb down and 125 lb up at 19-11-4, 105 lb down and 1251b up at 21-11-4. 105 lb down and 125 lb up at 23-11-4, and 105 lb down and 125 lb up at 25-11-4, and 200 lb down and 234 Ib up at 28-0-0 on top chord, and 320 Ito down and 130lb up at 7-0-0, 81 It, down at 9-0-12, 81 lb down at 11-0-12, 81 lb down at 13-0-12, 81 lb down at 15-0-12, 81 Ile down at 17-0-12, 81 Ib down at 17-11-4, 81 lb down at 19-11-4, 81 lb down at 21-11-4, 81 Ile down at 23-11-4, and 81 lb down at 25-11-4, and 320 lb down and 130 lb up at 27-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S1 section. loads applied to the face of the truss are noted as front (F) or back IS Joaquin Will No.66182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: February 28,2020 uonunueo on page z - QwARNING-Verlydeslgn perarl and READ NOTES ON THISANO INCLUDED MI KNEFENANCEPAGEM1474Mmv. 14103,2015 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 o huss system. Before use, the bulltling designer must verity Me appllcablIty, of design parameters and properly Incorporate this design Into the overall bulltling design Brocing Ir lCaletl is to prevent buckling of I lvlduol hue web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stablllly and to prevent collapse wM possible personal Injury and property damage. For general guidance regarding the fabrication. storage, dolNery. erection and bracing of trusses and muss systems seeANSI/IPII Cuallly Cdl DS549 and SCSI Su1dNM Component III Parke East Blvd. tb Safety Informarlovoilable from Truss P109 Institute. 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Jab Truss Truss Type City Ply T79546637 EDEN MODEL T11 Hip Girder 1 1 Job Reference (optional) Builders First Source, Plant City, FL=32566, 8.240 s Feb 7 2Dzo MI IeX mdustnes, Inc. rn reo zd uaaa:Ro zueU rage z • ID.ts6710CZ21 Eq4nrhYAIX3yhPJt-MYXOicRXIYNtUR62tUeG5lfVsigOdOZi0572DZzgha 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 +Root 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 (Ib) Vert: 3=-105(B) 8=-1 MIS) 16=-320(B) 11=-320(B) 17=-105(8) 18=-105(B).19=-105(B) 20=-105(B) 21=-105(B)22— 105(8)23=-105(B)24=-105(B)25=-105(B) 26— 105(B) 27=58(B) 28=.58(B) 29_ 58(B) 30=-58(B) 31=-58(B) 32=-58(B) 33=58(B) 34=-58(B) 35=-58(B) 36=58(B) ,&WARNING-Vedfydesl9n Perametersand NEAONOTES ON TN/SAND/NCLUOEOMNEKBEFENANCEPAGEMtr)4TJrev. 10,11120I56EFONEUSE Design valid for use only with M6ekO connectors. lhls design Is based only upon parameters shown, and Is for on IndNldual bulltling component, not a truss system. Before use, the bulltling designer must verity the appllcablity of design parameters and properly, Incorporate the design Into the overall bustling tleslgn Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing f� I1 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 husses and truss systems, seeAlIl ll CualBy Criteria, DS349 and SCSI Building Component 6904 Parke East Blvd. Sooty Inroenotlmlovolloble from Truss Plate Institute, 218 N. Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type City Ply T19546638 EDEN MODEL T12 Common Supported Gable 1 t Job Reference (optional) Builders First Source, Plant City, FL-32566, 8.240 s Feb 7 2020 MiTek Industries, Inc, Fri Feb 28 08:19:49 2020 Page 1 Axe = _ 0 9 8 _ 3x4 2.4 II 20 II 2x4 11 3x4 LOADING (part SPACING- 2-0-0 CSI. DEFL. in (too) Well Lid TCLL 20.0 Plate Grip DOL 1.25 TIC0.21 Vert(LL) 0.00 7 ruir 120 TCDL 7.0 Lumber DOL 1.25 BC 0.12 Vert(CT) 0.01 7 n/r 120 BCLL 0.0 ' Rep Stress Inor YES WB 0.12 Horz(CT) 0.00 6 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 Matdx-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 OTHERS 2x4 SP No.3 Scale =1:22.4 PLATES GRIP MT20 244/190 Weight: 48 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 12-0-0. (III) - Max Hoe 2=46(LC 12) Max Uplift All uplift 100Ib or less atjoints) 2,6 except 10=-145(LC 12). 8=-144(LC 13) Max Grav All reactions 250 lb or less atjoint(s) 2, 6, 9 except 10=298(LC 1), 8=298(LC 1) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. WEBS 3-10=-203/398, 5-8= 203/398 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Corri -1-0-0 to 2-0-0, Exterior(2) 2-0-0 to 6-0-0, Comer(3) 6-0-0 to 9-0-0, Exterior(2) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ;end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) 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 ANSI/TPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 6 except Ut=lb) 10=145, 8=144. 9) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ]d Joaquin Velez PE No.68182 MRck USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-Ver/Iy design pemmefersand READ NOTES ON THIS AND INCLUDED MREKREFERANCE PAGE M67473mv. 10N.1,7015 BEFORE USE ssess Design volid for use only with MITek� connectors, This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a muss system. Before use, the building designer must verify me applicability of design parameters and property Incorporate this design Into me overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllity, and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fobtication. storage, deWery, erection and bracing of trusses and muss systems. seeAN61/IpII Quality Criteria. DSB49 and BCSI Building Component 6904 Palle East Blvd. Safety InformotbmvaYabie from Truss Plate Institute, 218 N. Lee Street. Suire 312, Alexandre. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply T19546639 EDEN_MODEL T13 Common 2 1 Job Reference (optional) Builders First Source, Plant City, FL- 32566, 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:49 2020 Page 1 i 4x6 = ST1.5x8 STP= 2x4 11 ST1.5x8 STP= 3x4 = 3x4 = Scale = 1:22.4 LOADING (psQ 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 0.37 BC 0.38 We 0.10 MatrizSH DEFL. in Verl -0.03 Vart(CT) -0.06 Horz(CT) 0.01 floc) Udell Ud 2-6 >999 240 2-6 >999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight: 441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M 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. (size) 2=0-8-0, 4=0-8-0 Max Holz 2=46(LC 12) Max Uplift 2=-173(LC 12), 4=-173(LC 13) Max Gray 2=491(LC 1).4=491(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (I s) or less except when shown. TOP CHORD 2-3=-636/377, 3-4=-636/377 BOT CHORD 2-6=-219/523, 4-6=-219/523 WEBS 3-6=-2/264 NOTES- (6) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Exterior(2) -1-0-0 to 2-0-0, Intedor(1) 2-0-0 to 6-0-0, Extenor(2) 61 to 9-0-0, Intedor(1) 9-0-0 to 13-0-0 zone; cantilever left and right exposed ; end vertical left and fight exposed;C-C for members and forces R 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 tell 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 1001b uplift at joint(s) except Qt=lb) 2=173, 4=173. 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! Joaquin Velez PE No.68102 Mii USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 O WARNING- Verify design pammetens end READIVOTES ON TNISAND/NCLODEDMNEKFEFEHANCEPAGEM67473 rev. iDD.Y1015aEFONE USE Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component, not ��- a muss system. Before use, the bulltling designer must verity the applicability of design parameters and property Incorporate the design Into the overall building design. Bracing Indicated is to buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of musses and muss systems, seeANSM11 Quedm"y CMnb, 08049 and BCSI Building Component 6904 Parke East Blvd. Safety Infoenotbrnvoliobie from Truss Plate Msfir 21a N. Lee street Suite 312. Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply T79546640 EDEN—MODEL V03 Valley 1 1 Job Reference (optional) Builders First Source, Plant City, FL-32566, 2x4 i 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:50 2020 Page 1 IDd567IOCZ21 Eg4xvrhYAIX3yhPJt-Ixfm7HSoPgdbklG07vgkAAI4C6iN5T97TPU918zghd 2.0-0 2.0.0 4x6 = 5.0052 2 Scale =1:6.9 Plate Offsets (X,Y)- 12:0-1-12,0-0-121 f2:Edoe 0-1-12] 13:0-1-12 0-0.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TIC 0.02 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.02 Vert(CT) file - n/a 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/rP12014 Matrix-P Weight: 5lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=1-11-6, 3=1-11-6 Max Hom 1=24(LC 9) Max Uplift 1=-14(LC 12), 3=-18(LC 12) Max Grav 1=4l(LC 1), 3=41(LC 1) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 2-0-0 oc puffins, 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; BCDL=3.Opsf; h=158; Cat. II; Exp B; Encl., GCpi=0.1Q MWFRS (envelope) and C-C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposeci for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord beefing. 3) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 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.' Joaquin Velez PE No.68182 fill ek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 QWARNING-VerllyOes/gnparamefers1.d READ NOTES ON THIS AND INCLUDED MnEKREFENANCE PAGE MIF74n.r . 10=k)15 BEFORE USE. Design valld for use only with MSekD connectors. Mls design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use. Me bulltling designer must verify the applicability of design parameters and piope0y Incorporate the design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fobrlcallan, storage, delivery, erection and bracing of busses and tnrss systems, sesANSVIP11 QuaWr CMeM, DSB49 and SCSI Building Component 69N Parke East Bind. w Safety Infounationollable from Truss Rate Institute. 218 N. Lee Sheet, Suite 312. Alexordi lo, VA 22 14. Temp., FL 33610 Job Truss Type OlY Ply T79546641 EDEN_MODEL �Tnpsa; VO4 Valley 1 1 rence Job Refeo tiorlal - Builders First Source, Plant City, FL- 32566. a d d 8.240 s Feb 7 2020 MiTek Industries, Inc. Fri Feb 28 08:19:51 2020 Page 1 ID1s6710CZ21 Eg4xvrhYAIX3vhPJt-m7DBKdrOATI SLvecYcBziNHBwV7vquv8i3Eiglaghs 2x4 II 5 4 2x4 G 2x4 II 2x4 11 LOADING (psQ SPACING• 24H1 CS'. DEFL in (lac) Well Vd TCLL 20.0 Plate GripDOL 1.25 TC 0.22 Vert(LL) Na - Na 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) Na - Na 999 BCLL 0.0 ' Rep Stress Incr YES We 0.09 Horz(CT) 0.00 4 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matrix-SH LUMBER- BRACING - TOP CHORD 2x4 SP No.3 TOP CHORD BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=6-11-6, 4=6-11-6, 5=6-11-6 Max Horz 1=131(LC 9) Max Uplift 1=-15(LC 12), 4=-34(LC 9). 5=-137(LC 12) Max Grav 1=99(LC 1), 4=74(LC 1), 5=279(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -Ali forces 250 (Ib) or less except when shown. WEBS 2-5=-195/314 Scale=1:17.9 PLATES GRIP MT20 2441190 Weight: 2616 FT=20% Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-M oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=165mph (3-second gust) Vasd=128mph; TCDL=4.2psh, BCDL=3.Opsf; h=15ft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (envelope) and C-C Exfedor(2) 0-9-1 to 3-9-1, Intedor(t) 3-9-1 to 6-104 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MVJFRS 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 fora 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf 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. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4 except (jt=lb) 5=137. 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.' Joaquin Velez PE N0.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 A WANNNG- Ved/ydeelgnparemetemend NEAONOTES ON TNLSMDMCLUOEBMFTEKNEFOIANCEPAGE9X74Tarev. ipNa4015B£FONEUSE Design valid for use only with MiTeklf connectors. This design Is based only won parameters shown, and is for an IndMdual building component, not ��- a muss system. Before use. Me bullding designer must verify Me oppliwbaity of design parameters arw properly incorporate Ma design into Me overall building design. Bracing Indicated is to bucking of indMtlwl truss web and/or chord members only. AddltIonal temporary and permanent bracing MiTek' prevent is always rowl ed for stability and to prevent collapse wiM po able personal Injury and prcpedy damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of musses and pups systems, seeANSVTNI Quality Cftft DSB-69 and SCSI Building Component 6904 Pade East BNtl. SW Wy Mfpenatbnwoiioble from Truss Plate Institute, 218 N. Lee street. Suite 312. Alexandria. VA 22314. Tampa, FL W610 Job Truss Truss Type City Ply T19546642 EDEN_MODEL V05 Valley 1 1 Job Reference o tional s tnulaers rlrsl Source, Ilan! Idly, rib- Jebbb, a b 15.240 S reb 7 2020 MI I eK Industries, Inc. hn Feb 25 08:19:51 202U Page 1 IDd5671DDZ21 Eg4xwhYAIX3yhPJt-m7DBKdrDATISLvgcYcB4NH4zVzagvP6i3Eigmgfxs 2x4 i 2x4 II 3 7 Scale=1:13.1 LOADING (psQ SPACING- 2-" CSI. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.66 Vert(LL) n/a - nra 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.34 Verl n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Weight: 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 Sid No.3 TOP CHORD SOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 ROT CHORD REACTIONS. (size) 1=4-11-6, 3=4-11-6 Max Harz 1=88(LC 9) Max Uplift 1=52(LC 12), 3=E6(LC 12) Max Grav 1=152(LC 1), 3=152(LC 1) FORCES. (Ib) - Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-0-0 oc puffins, 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=4.2psh BCDL--3.Opsf; h=15fb Cat. II; Exp B; Encl., GCpi=0.18; MW FRS (envelope) and C-C Extedar(2) 0-9-1 to 3-9-1, Interior(l) 3-9-1 to 4-10-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber D011=1.60 plate grip DOL=1.60 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 vide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 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." Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: February 28,2020 Q wARNPIG- yerrrydeslgnparameferssn✓READNOMSON TNEANDWCLUDEDMREKRETF NCEPAGEM6x4 .a .. lasSaVISDEFOREUSE. Design valid far use only with Meea connectors. This design Is based orgy upon parameters shown. and Is for an InclMdual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall builObg design. Siccing Indicated is to prevent buckling of lntllvxlual buss web and/or chord members any. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fabrication storage. delivery. erection and bracing of trusses and truss systems, seeANS mill Quaint,Crdern. DSB49 and SCSI Suldhp Component Safety trrlomraSrnavclloble from Truss Mate Institute. 218 N. Lee Sheet. Suite 312, Alexandria. VA 22314. 6904 Parke East BNd. Tampa, FL 3WI0 Symbols PLATE LOCATION AND ORIENTATION 3 • Center plate on joint unless x, y 14- 74 offsets are Indicated. Dimensions are In ft-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0/fdr I For 4 x 2 orientation, locate plates 0-'he' from outside Numbering System 6-4-8 dimensions shown in ft-In-sixteenths I I (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2a WEBe 4 ❑ Gy OC zy' ❑ O U Dp = 0- 3 O O. Oa c a co- cse R General Safety Notes Failure to Follow Could Cause Property Damage or Personal injury 1. Additional stability bracing for Truss system, e.g. diagonal or X-bracing, Is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or 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, BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDAETrERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. Connector plates. THE LEFT. 7, Design assumes trusses will be suitablyprotected from Plate details available in MTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/IPI 1. softwareoOr r upon rB0008t. NUMBERSAETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. unless expressly noted, this design is not applicable for ]CC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber Is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text In the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purllns provided at output. Use T or I bracing spacing Indicated on design. If indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 9 Y 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, If no calling Is Installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MITek® All Rights Reserved 15. Connections not shown are the responslbility of others. 16. Do not cut or alter truss member or plate without prior approval of on engineer. nt reaction sectionhere number where bearings occur. bearings occur. 17. Install and load vertical) unless Indicated otherwise. y Min size shown is for crushing only. __ e 18. Use of green orealumber may pose unacceptable environmental,,health or performance risks. Consul with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. a Is not sufficient. BCSI: Building Component Safety Information, Welk k 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016