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HomeMy WebLinkAboutTrussDocU5ign Envelope :ID; 7CBE5D2B-A3C2.45AF-95EO-312B8FOC8235 1 1.)REFER TO HIB 91 (RECOMMENDATIONS FOR HANDLING INSTALATION AND TEMPORARY BRACING.) REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. 2.)AII TRUSSES (INCLUDING TRUSSES UNDER VALLEY FRAMING) MUST BE COMPLETELY DECKED OR REFER OR DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. 3.)ALL VALLEYS ARE TO BE CONVENTIONALLY FRAMED BY BUILDER. 4.)ALL TRUSSES ARE DESIGNED FOR 2' o.c. MAXIMUM SPACING UNLESS OTHERWISE NOTED. 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CONSIDERED LOAD BEARING UNLESS OTHERWISE NOTED. 6.)SY42 TRUSSES MUST BE INSTALLED WITH THE TOP BEING UP. 7.)BEAM/HEADER/LINTEL (HDR) TO BE FURNISHED BY BUILDER. 4 Jacksonville PHONE:904-772-6100 FAX:904-772-1973 REVIEWtU Tampa CODE COMPLIANCIw PHONE: 813-621-9831 FAX: 813-628-8956 ST. LUCIE COUNT` Freeport PHONE: 850-835-4541 FAX: 850-835-4532 BUILDER: REVIEWED & APPROVED Kms Construction EDocV51Q0edby: V61L� utktr LEGAL ADDRESS: E876FAF3°E92486_. 8305 Bayar Rd. Fort Pierce, FL 34951 9/24/2020 MODEL: Revision: - Rev. By: RIOT TO ,SCALE: DATE: Drawn By: 09/20/20 RE ►l!_1 N/A 2396732 2396732 ® Lumber design values are in accordance.with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. MiTek® RE: 2396732 - MiTek USA, Inc. Site Information: 6904 Parise East Blvd. Customer Info: Kms Construction Project Name: 2396732 Model: - Tampa, FL 33610-4115 Lot/Block: - Subdivision: - Address: 8305 Bayard Rd., - 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: FBC20.17/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 16 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date 1 T21350481 CJ01 9/21/20 2 T21350482 CJ02 9/21/20 3 T21350483 CJ03 9/21/20 4 T21350484 EJ01 9/21/20 5 T21350485 HJ01 9/21/20 6 T21350486 T01 9/21/20 7 T21350487 T02 9/21/20 8 T21350488 T03 9/21120 9 T21350489 T04 9/21/20 10 T21350490 T05 9/21/20 11 T21350491 V01 9/21/20 12 T21350492 V02 9/21/20 13 T21350493 V03 9/21/20 14 T21350494 VO4 9/21120 15 T21350495 V05 9/21120 16 T21350496 V06 9121/20 REVIEWED FOR "ODE COMPLIANCE ST. LUCIE COUNTY BOCC 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-Jacksonville. 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 ANSI/TPI 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 verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSlrrPI 1, Chapter 2. P60I N %S G E•N Ne AW/68118.2 � -0- * at �-33STATE OF :44/: A. Joaquin Va!&PE No.68182 MiTek USA; nr,..FL Cen 6634. 6904 Parke Bst Blvd. Tampa Fl. 33610 Date: September 21,2020 Velez, Joaquin 1 of 1 Job Truss Truss Type Qly Ply T21350481 2396732 CJ01 Jack -Open 4 1 Job Reference (optional) Builders FirStSOUlCe (JacKSOnvllle, FL), JHCKSonville, FL - 3ZZ44, d.Z4u s Mar a ZUZU MI 1 eK mousales, Inc. mon Sep Zi uomu:l i ZUZU cage 1 ID:6vtuliCRSfggTdl bPQit5Baybmtt-CRE4RggkUY66_ITOv5kJPiot9MFMIbnAP8lccOdybUSA -1-0-0i 1-0-0 1-4-0 1-0.0 l$ 3x4 = Scale =1:6.7 LOADING (psi) SPACING- 2-" CS1. DEFL. in (loc) Wall L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.24 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 125 BC 0.06 Ven(CT) 0.00 5 >999 100 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a file BCDL 10.0 Code FBC2017lrP12014 Matrix -MP Weight 5 lb FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puffins, BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceding directly applied or 10-0.0 oc bracing. REACTIONS. (size) 3=Mechanical, 2=048-0, 4=Mechanical Max Horz 2=82(LC 12) Max Uplift 3=2(1_C 1), 2=240(LC 12), 4=14(LC 1) Max Grav 3-23(LC 12), 2=164(LC 1), 4=47(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; VuIt=170mph (3-second gust) Vasd=132mph; TCDL=42psf; BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4111; Cat iI; Exp C; End., GCpi-0.18: WAIFRS (directional) and C-C Exterior(2) zone; cantilever left and right exposed; porch left exposed;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord five load nonconcument with any other live loads. 3) • This truss has been designed for a live toad of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tail 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 2 lb uplift at joint 3, 240 lb uplift at joint 2 and 14 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." O1,111111 /11i No, 68182 S :�,ri. • � •�.OR1QP��Z,. Joaljuin Velez PE No.68182 MRek USk,.Inc..FLCerf6634 6904 Parke East Blvd. Tampa FL 33610 Dater September 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use ontywith MTeM connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system Before use, the building designer must verify the applicability ofdesign parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individuattruss web and/or chord members only. Additional temporary and permanent bracing MiTek' B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIl1P11 QuaY(YCrItaft DSB-89 andBCSI Building Component 6904 parka East Blvd Safety lntormatlon available from Truss Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job uss TnissType Qty Ply T21350482 2396732 [CPJ02 Jack -Open 4 1 Job Reference (optional) Builders FlrstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 06:50:11 2020 Page 1 ID:6YfWiCRSt9gTdlbPQh5Baybmit CRE4Rg9kUY66 ITOv5kIPkK MFIgbnAP61a0dybUSA 3-0-0 14 0 3.0-0 0 N W = Scale=1:10.9 Plate Offsets (X,Y).7 12:0-0-14,Edgel LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vart(LL) 0.02 47 >999 240 MT20 244I190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP Weight: 12lb FT �,20%. LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2-0-", 4=Mechanical Max Harz 2=133(LC 12) Max Uplift 3-72(LC 12). 2=277(LC 12), 4=55(LC 9) Max Gray 3=60(LC 1), 2=201(LC 1), 4=49(LC 3) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purttns. BOT CHORD Rigid calling direody applied or 10-" oc braking. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF BCDL=3.Opst; h=18ft; B=45111L-24ft; eave=411; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Intedor(1)1-7-5 to 2-11-4 zone; cantilever left and right exposed; porch left 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 five 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 72 lb uplift at joint 3, 277 lb uplift at joint 2 and 55 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code" ,e��pPQ`U1N ,VF�F ��i ` J,,��r✓ENS4 i N 6 6,8182, OF �� Joaquin Velez PE No:66182 MiTek11SA,1nc..FL Cert 6634 6904 Parke East Blvd, Tampa FL 33610 Date: September 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE ' Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system. Before use, the building designer must veriy the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated Is to prevent bung of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek ' is always required forstabTdy 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, see ANSYMM Quality Criteria, DS849 and BCS/ Building Component 6904 Parke Fast Blvd. Safelyinformalion avaflable from Truss Plate Institute, 2670 Crain Highway, Suite 203 MIdod, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21350483 2396732 CJ03 Jack -Open 4 1 Job Reference o Donal Builders Flrst5ource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 a Mar 9 2020 MTek Industries, Inc. Mon Sep 21 06:50:12 2020 Page 1 ID:6vfuliCRSiggTdl bPQh5Baybmh gdo$eA9MFsEzbS2CToFYxyTCpfXWKEQZNyLSY3ybUS9 -1.4-0 5-0-0 1 4 0 5-0.0 Scale = 1:16.0 3x4 5-0-0 5.(ll1 Piste Offsets KY)— (2:0-0-10,0.0-01 LOADING (pst) SPACING- 2-" CSI. DEFL in (roc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.15 4-7 >389 . 240 MT20 244M90 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.14 4-7 >420 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 18Ill FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoiz 2-185(LC 12) Max Uplift 3=140(LC 12), 2=340(LC 12), 4=100(LC 12) Max Grav 3=113(LC 1), 2=268(LC 1), 4=87(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 5-" oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vuit=170mph (3-second gust) Vasd=132mph; TCDL= 4.2pst BCDL=3.0psf; h=18ft; B=45ft; L=24ft; eave=4R; Cat II; Ekp C; End., GCpi=0.18; MWFRS (direcdonaq and C-C Exterior(2)-1.4-11 to 1-75, Intedor(1) 1-7-5 to 4-11-4 zone; cantilever left and right exposed; porch left 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 140lb uplift at joint 3, 346 lb uplift at joint 2 and 100 lb uplift at joint 4. 6) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer perANSI TPI 1 as referenced by the building code." dU I N VE.7 .,. NO 0182 S TE OF 4U Joaquln.Velez PE No.68182 MiTek USA;.Inc..FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2020 -- ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onlywith MTek®nn connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k` Is always required forstabTity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems. see ANSYTPrf QuardyCrrteda, DSB.N and BCSr Budding Component 6904 Parke East Blvd. Safety inflammation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36810 Job Truss Truss Type Qty Ply T21350454 2396732 EJ01 Jack -Partial 8 1 Job Reference (optional) BOOM FIrSt5oUfC8 (J8CKS0nVille, FL), JaCKSOnV1118, FL - 32244, B.24U s Mar 9 ZUZU MI leK mciusin8S, Inc. Mon Sep 21 umou:10 ZU2u Page 1 ID:6vfuriCRSf9gTdl bPQh5Baybmit-4CUbHCCEYncYTwmn8wpFZa5iAsWeXXo?3wap90ybUS6 3." , 7-0-0 r 1 4 0 3-" 3-5.10 Scale=1:19.0 3x8 = 3x4 = Plate Offsets KY)— i2:0S-0,0-0-101 LOADING (cast) SPACING- 2-" CSL DEFL. in ([cc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 026 5-8 >328 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Ven(CT) 0.24 5-8 >356 180 BCLL 0.0 Rep Stress Incr YES WB 0.28 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 30lb FT=20°/u LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4--Mechanical, 24- , 5--Mechanical Max Horz 2=238(LC 12) Max Uplift 4=-86(LC 12), 2=425(LC 12), 5=264(LC 12) Max Grav 4=87(LC 17), 2=341(LC 1), 5-179(LC 3) FORCES. Qb) - Max. CompJMax. Ten. - All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-W9/606 BOT CHORD. 25=878/336 WEBS 3-5=361/941 BRACING - TOP CHORD Structural wood sheathing directly applied or 6.0-0 cc puffins. BOT CHORD Rigid ceiling directly applied or 3-1-1 cc bracing. NOTES- (6) 1) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h-18ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-75, Interior(1) 1-7-5 to 6-11-4 zone; cantilever left and right exposed; porch left 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 alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-" wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 86 lb uplift at joint 4, 425 lb uplift at joint 2 and 264 ib uplift at joint 5. 6) 'This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." :0 ,,\\I:IIII►fIII1?I NO. -68182 O� ST OF .�44/ ` Joaquin Velez PE No.68182 M17ek USA, Inc -FL Cert 6634. 6904 Parke East,Blvd. Tem_pa FL 33610 oate: September 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and is form Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent budding of Individual truss web andlof chord members only. Additional temporary and permanent bracing M iTek• is always required forstabtfity 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 tniss systems, see ANSU7Pl1 Qua rdyCriteria, DSB-89 andBCS1 Building Component 6904 Parka East Blvd Safety information available from Truss Plate institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 11ty Ply T21350485 2396732 HJ01 Diagonal Hip Girder 2 1 Job Reference (optional) uumers mrst50urce (JacKSonville, FL), JacKsonMI10, FL - 32244, 6.240 s Mar 9 2020 MITBK Industries, Inc. Mon Sep 21 05:50:15 2020 Page 1 ID:6vfuliCRSfggTdlbPOh5Baybmlt-YP1zUYCsJ5kP44LzieKU6oeySGzYG e9laJNhgybUS5 -1-10-10 5.10J3 310.1 1-10-10. 5-10-8 r 3.11-8 Scale =121.6 3x4 = — 11 5 W = 5-10-8 13-11-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In Qoc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A1 Vert(LL) 0.08 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC OA1 Vert(CT) 0.07 6-7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) -0.02 5 n/a n1a BCDL 10.0 Code FBC2017/TPl2014 Matrix-MSH Weight: 41 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-M OC puriins. BOT CHORD 2x4 SP N0.2 BOT CHORD Rigid aeiring directly applied or 5-9-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechancal, 2=0-10.15, 5=Mechanical Max Horz 2=236(LC 8) Max Uplift 4=119(LC 8), 2=-565(LC 8), 5=490(LC 5) Max Grav 4=91(LC 1), 2=519(LC 1), 5=362(LC 1) FORCES. Qb) -Max. CompiMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=784/874 BOT CHORD 2-7=925/722, 6-7=925/722 WEBS 3-7=329/297, 3.6=801/1027 NOTES- (8) 1) Wind: ASCE 7-10; Vult=170mph (3•second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft; eave=oft; Cat II; Exp C; End., GCpi=O.18; MWFRS (directional); cantilever left and right exposed ; porch left 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 noncencunent 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 348-0 tali by 24)-0 wide %1111111I 11 will fit between the bottom chord and any other rto N V to nuss to nical oothers trof truss bearing 119 lb 5) Pro de 4, 565 Ill F4F mechar coon ectioss (by plate capable of withstanding uplift at joint uplift at joint 2 and 490 lb uplift at joint 5. ���`ons.,ON, C' E S :•? :�� �\ 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 121 to down and 61 lb up at 4 14-15, 121 lb down and 61 Ill up at 14-16, 42 lb down and 87 lb up at 4-2-16, 42 lb down and 87 lb up at 4-2-15, and 69 lb down N 6 6,918 2 •�-* and 163 lb up at 7-0-14, and 69lb down and 163 lb up at 740-14 on top chord, and 118 lb down and 37 lb up at 1-4-15, 118 lb * �� down and 37 Ill up at 1-4-15. 17 lb down and 4lb up at 4-2-15, 17 lb down and 4 lb up at 4-2-15, and 38 lb down and 51 lb up at 7-0-14, and 38 lb down and 51 lb up at 7-0-14 on bottom chord. The design/selection of such connection device(s) is the =' responsibility of others. 7 In the LOAD CASE 5 section, loads applied to the face of the truss are noted as front F or bads B . O PP O O "This •�• 0 'ST OF + �: 8) 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" i� R \ ,.• \% LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 tto Uniform Loads (plf) Joaquin,Velei PE No.61lik Vert 14=54, 5-0=-20 MiTek USA,.Inc..FL'Cert 66M Concentrated Loads (lb) '69D4 Park@ East Blvd. Tampa FL 33610 Vert 12=-0(F=-0, 8=-0)13=73(17=36, B=-36)15=10(F=-5, 6=5)16=-02(F=-31, B=-3/) Dili: September 21,2020 ® WARNING -Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5119r202O BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and Is for an Individualbuilding component, not • a truss system. Before use, the building designer must verify the epplicab7ty of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek` Is always required for stablity and to prevent coaapse with possible personal injury and property damage. Forgeneral guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTWi QualifyCriteft 0S8.89 and BCSI Building Component 6904 Parke East BIM. Safetylydomnadon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, IH. 36610 Job Truss Truss Type Qty Ply T21350488 2396732 Tot Half Hip Girder 2 1 Job Reference (optional) Builders FlrstSource(Jacksonville.FL), Jacksonville, FL-322". 4x6 = 4 13 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Sep 21 06:50:17 2020 3x8 = 5 15 Scale =127.3 2x4 II 3x6 = STIZASTP = 6x8 = LOADING (p$f) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inca NO Code FBC2017RPI2014 CSI. TC 0.65 BC 0.99 W8 0.72 Matrix-MSH DEFL. in (loc) Well Ud Vert(LL) 0.28 8-9 >618 240 Vert(CT) 0.25 8-9 >706 180 Horz(CT) -0.05 7 Ma We PLATES GRIP MT20 244/190 Weight: 75lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-04 oc pudins, BOT CHORD 24 SP No.1 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=G-8-0, 7=0-8-0 Max Horz 2--240(LC 8) Max Uplift 2e-1331(LC 8), 7=1611(LC 8) Max Grav 2=1004(LC 1), 7=1179(LC 1) FORCES. (lb): Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=2069/2648, 3-4=-1949/2601, 4-5=-1437/1977 BOT CHORD 2-9=2556/1872, 8-9=-197911450, 7-8-168211236 WEBS 3-9=2291266, 4-9=894/630, 58=10291700, 5-7-152612073 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vesde132mph; TCDL=4.2psf; BCDL=3.0psf; h-181111; B-4511t; L-24ft; save-4% Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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 tali by 2-0-0 wide ���� �� QU N will fit between the bottom chord and any other members. 6 Provide mechanical connection b others of truss to bearing late capable of withstanding 1331 lb uplift at joint 2 and 1611 lb (Y ) 9P P 9 P 1uplift•' G'EN ♦ \ S' • • : �i� at joint 7. �� •� \' - 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)105 lb down and 104lb up at N o 6,8182 7-M, 1171b down and 99lb up at 9-0-12, and 117lb down and 99lb up at 11-0-12, and ll7lb down and 99 Ib up at 13.0.12 on *>�� top chord, and 489lb down and 802 lb up at 7-M, 154 lb down and 284lb up at 9-0.12, and 154 lb down and 284lb up at 11-0-12 and 154 lb down and 284 lb up at 13-0-12 on bottom chord. The design/selecfion of such connection device(s) is the responsibility r of Others. S O. F � 1 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any . • ��,�. particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." _� Q` �j :.O R` •' �� ��� LOADA � 1 Dead + Roof Live (balanced): ced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Joaquin Veto! PE No.681$2 Vert 14=-54, 4-6=54, 7-10=20 MTek lJSA,.Inc..FL Cert 6634• Concentrated Loads pb) 6904I Parke East Blvd.Tampa R.33610 Vert 4=20(B)14=20(B)15=20(B)16=20(B)17=489(B) 18=154(B) 19=154(B) 20=154(B) OW. - September 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with Mirek® connectors. This design is based only upon parameters shown, and is for an individual balding component, not• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent budding of individual bm web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYMI Quality CrXada, DS849 and BCSI Buf ffrig Component 6904 Parke Fast Blvd. Safety lydormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply �T02 �Half T T21350487 2396732 Hip 1 Job Reference (optional) Builders FIfStSOUrCe (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 S Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 00:50:18 2020 Page 1 ID:6vfuliCRSMgTdlbPQh5Baybmlt-VngjvDE7ri 6KNVMg3MyBDjDh3YaksWRluoTmjybUS3 • -1�f-0 4-9•14 9-" 14•8-0 1 4 0 4.9-14 4.2-2 5.8-0 • 4X6 = Scale -127.9 axe = 3xs II ST1.5x8 STP = 9.0.0 J14$O Plate Offsets (X,Y)- (2:0S-0,0-0-10) LOADING (psi) SPACING- 24)-0 CSI. DEFL in Qoc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.75 Vert(LL) OA5 7-10 >384 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.41 7-10 >420 180 BCLL 0.0 Rep Stress Ina YES WB 0.41 Horz(CT) -0.02 6 n1a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-MSH Weight: 74lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 Except' TOP CHORD 45: 2x4 SP No.2 BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 6=0-8-0, 2=0-M Max Horz 2-292(LC 12) Max Uplift 6=705(LC 12), 2=778(LC 12) Max Grav 6=534(LC 1), 2=616(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. - Alf forces 250 (tb) or less except when shown. TOP CHORD 25=-938/1950, 3-4=-01811433, 45=524/1390, 5-6=-49711158 BOTCHORD 27-20961852 WEBS 3-7=-3581773, 5-7-16491615 Structural wood sheathing directly applied or 6" oc puffins, except end verticals. Rigid calling directly applied or 2-2-0 oc bracing. 1 Row at midpt 5-7 NOTES- (7) 1) Unbalanced roof We loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf,, h=18ft; B=45ft; L-24ft; eaveiziitt; Cat., 11; Exp C; Encl., GCpI-0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interlor(1) 1-7-5 to 9-0-6, Exterior(2) 9-0-6 to 13-3.4, Intedor(1) 133-4 to 14-64 zone; cantilever left and right exposed; porch left 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 an 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 705lb uplift at joint 6 and 778lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." ,,,,ks111111111" uiry v . .%_ PQ . F�: �. ` �0E N • F� �' No. 68182 S k Fti �LI I'll 1100% Joaquin Velez PE No.66182 MIek USA; Inc -.FL dart 6834, 6904 Parke Fast Blvd: Tampa FL 33610 Date, September 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 511912020 BEFORE USE. -- Design varid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a Inns system. Before use, the building designer must verily the applicabliity of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent bung of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required forstabrlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of busses and truss systems, see ANS11rPH grmglyCdfeda, VS849 andaCS1 Btdkffng Component 6904 Parke bast Blvd. Safety/Mormallon available from Thus Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20B01 Tampa, FL 36610 b Truss Truss Type Qty Ply [2396732 T21350488 T03 Half Hip 2 1 Job Reference o tlonal BUIIOers Firstuource (Jamsonville, i-L), JaCKSOnVlll9, FL - 3ZZ44, 5.249 3 Mar 9 2020 MITek Industnes, Inc. Mon Sep 21 06:50:19 2020 Page 1 ID:6vfuliCRSfggTdlbPQh5Baybmit-zj56ZF1o08zkX4YNmtBkQGSpTy3T-Bb YY119ybUS2 -1�10 5-9-14 11-0.0 14$O 1 4 0 5.9.14 5.2-2 3 8-0 4x6 = 4 13 20 11 Scale=1:32.9 3x4 = 6 U4 = eT1.6x8 STP 6x8 = LOADING (psf) SPACING- 2-" CSI. DEFL. in Qoc) I/detl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC OA7 Vert(LL) -0.06 6-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.26 BC 0.55 Vert(CT) -0.13 7-10 >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.32 Horz(CT) 0.01 6 n/a We BCDL 10.0 Code FBC2017ITPI2014 Matrix MSH Weight: 74 lb FT = 200A LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=0-U, 6=041-0 Max Holz 2=345(LC 12) Max Uplift 2=-435(LC 12), 6=-392(LC 12) Max Grav 2=616(LC 1), 6=534(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=917/668, 3-4=746/576 BOT CHORD 2-7=-892/825, Cr7=369/305 WEBS 3-7=3301459, 4-7=416/556, 4-6=490/608 Structural wood sheathing directly applied or 5-10-6 oc puriins, except end verticals_ Rigid ceiling directly applied or 6-2-0 oc bracing. NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit--170mph (3-second gust) Vasd=132mph; TCOL=42psf BCDL=3.Opsf; h-18ft; B=45ft; L=24ft; eave-4ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-11 to 1-7-5, Interior(1)1-7-5 to 114)-6, Exterior(2)11-0-6 to 14-6-4 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water 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 435 lb uplift at joint 2 and 392 lb uplift at joint 6. 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." Nb- U182 S O F ZtJ Off. <v ' •.off O R 1 O let Joaquin Velez PE.NoA818.2 MIrek Ol A,.Inc..FL Cert 6634. 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 51192020 BEFORE USE. Design valid for use onlywdh MTeM connectors. This design is based only upon parameters shown, and Is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k' Is always required forstability 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, see AHSVTP11 QuardyCriteda, DS19-89 and SCSI lialfdrng Component 6904 Parke Fast Bhd. SaW ifiliormabon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Midod, MD 20801 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21350489 2396732 T04 Half Hip 2 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 42244, e.24U $ Mar 9 zuzu MIT ex industries, Inc. Mon Sep 21 U6:bu:zu zuzu Page 1 ID:6vfWICRSfggTd 1 bPQh5Baybmlt-RAHUKvFNNJEgMftUOQGepXPtC_CgykDCHagbybUS1 -1-9-0 6.9&14 13-M 14 8-0 1-4-0 6.9.14 6.2-2 4x6 = 2(4 11 Scale =1,36.6 3x4 = 3x6 = ST1.5x8 STP = axe = LOADING (pal) SPACING- 2-0-0 CSI. DEFL. in (ioc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.37 6-7 >465 240 MUD 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) 0.34 6-7 >506 180 BCLL 0.0 Rep Stress Incr YES WB 0.80 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix MSH Weight: 79 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD WEBS REACTIONS. (size) 6=0-8-0, 2=D-8.0 Max Horz 2=397(LC 12) Max Uplift 6=739(LC 12), 2=745(LC 12) Max Grav 6=534(LC 1), 2=616(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 Qb) or less except when shown. TOP CHORD 2-3=-9D5/1780. 3-4=926/2026 BOT CHORD 2 7=1970/786, 6.7=3201136 WEBS 3-7=3901588, 4-7=2198/867, 4-6=-488/1079 Structural wood sheathing directly applied or 5S1 oc puffins, except end verticals. Rigid ceiling directly applied or 2-2-0 oc bracing. 1 Row at midpt 4-7 NOTES- (7) 1) Unbalanced. root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=170mph (3second gust) Vasd=132mph; TCDL=I.2psf; BCDL=3.Opsf; h=18ft; 8=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (diredionao and C-C Exterior(2)-1-4-11 to 1-7-5, Intedor(1) 1-7-5 to 13.0.6, Exterior(2) 13-0-6 to 14-6.4 zone; cantilever left and right exposed ; porch left 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 nonconcunent with any other live loads. 5) • This truss has been designed far a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members, with BCDL = I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 739 lb uplift at joint 6 and 745 lb uplift at joint 2. 7) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." IN s N or 6,818 2 S OFAl 11LI1 Joaquin VeleiPE No.68182 Mrrek USA„Inc..FL Carl B634 6904 Parke East Blvd. Tampa FL 33610 Dater September 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a truss system. Before use, the building designer must verify the applicability of tlesign parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of Individual truss web andfor chord members only. Additional temporary and permanent bracing M!Tek• Is always requhed forslabirity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, derwery, erection and bracing of trusses and truss systems, see ANSr/rPrf Qu2lyCriteria, DSB-89 and Burltfrng Component 8904 Parke Fast Blvd.Safetylnfonnabon available from Truss Plate Institute, 2570 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Ply T21350490 2396732 T05 Monopitch 10ty 12 1 Jab Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 s Mar 9 2020 MITek Industries, Inc, Mon 5.00 12 3x6 = 2x4 11 ST1.5x8 STP = axe = 06:50:21 2020 Scale -1.41A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Udeft Lid PLATES GRIP TCLL 20.0 Piste Grip DOL 1.25 TC 0.96 Vert(LL) 0.33 7-10 >528 240 MT20 244/180 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.30 7-10 >585 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) -0.03 6 n/a Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 2=046-0, 6=0-8-0 Max Horz 2=436(LC 12) Max Uplift 2=729(LC 12), 6=754(LC 12) Max Grav 2=616(LC 1), 6=534(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-048/1542, 5-6=1571262 BOT CHORD 2-7=1770/743, 6-7=1770/743 WEBS 3-7=-863f335, 3-6=-800/1902 Structural wood sheathing directly applied or 2-2-0 oo pudins, except end verticals. Rigid Ceiling directly applied or 2-2-0 oo bracing. NOTES- (5) 1) Wind: ASCE 7-10, Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=24ft; eave=oft; CaL 11; Exp C. End., GCpi=0.18; MWFRS (directionao and C•C Exterlor(2)-14-11 to 1-7-5, Intedor(1) 1-7-5 to 14-64 zone; cantilever left and right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-641 tall by 24-0 wide will fit between the bottom chord and any other members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 lb uplift atjoint 2 and 754 lb uplift at joint 6. 5) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %%%%IIIIII►rr�,' ,'% . 0,p U1 N VFW i��i 'S . 'ENg' NO. 68182 S OF •:��/ F OIR1 Joaquin ,Velei PE No.68182 MRek,USA.Inc..FLEert6634 6900arke East Blvd. Tampa FL 33610, Date September 21,2020 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. . Design valid for use only with MTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of indhridual truss web andfor chord members only. Additional temporary and permanent bracing M iTe k° is always required forstability 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, see ANSNP11 Quality Critedo, OSS49 andBCSI Buildlog Component 6904 Parke East Blvd. SafefylMomradon available fmm Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type qty Ply T21350491 2398732 Vol GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 s Mar 9 2020 MTek Industries, Inc. Mon Sep 21 05:50:23 2020 Page 1 ID:6vfuGCRSf9gTdl bPQh5Baybmft-dycyxlFgEcPQ8NJcg7uGQAY40RPCDBvAWERwybUS_ ' 4-0-0 26-0-0 3D0-0 4 0 0 22-" 4-0-0 5.00 12 3x4 = 2 3 18 4 19 20 y 1 4 0 3x4' 17 is 15 3x4 = 30-" 3D-" Scale=1:48.9 Plate Offsets KY)— [3:0-2-0,0-1-11, [8:0-2-0,0-1-11 LOADING (cast) SPACING- 2-0.0 CSI. DEFL. in Poe) Vdell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n/a - o/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 10 file n/a BCDL 10.0 Code FBC2017frPI2014 MatrixSH Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-04 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 30-0.0. (lb) - Max Horz 1=52(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1,10 except 14=290(LC 12),16=307(LC 8), 17=177(LC 12), 12=-307(LC 9), 11=177(LC 12) Max Grav All reactions 250 lb or less at joints) 1, 10 except 14=440(LC 21), 16=452(LC 21), 17-296(LC 17), 12= d52(LC 22). 11=295(LC 22) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-199/283, 8-9=1991283 WEBS 5-14=-322/375, 4-16=.328/415, 2-17=194/321, 7-12=3281415, 9-11-194/321 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.0psf; h=18111; B=15ft; L=30R; eave-4ft; Cat. II; Exp C; End., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 8-3-4, 1nterior(1) 8-3-4 to 25-11-10, Extedor(2) 25-11-10 to 29-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64) tall by 24)-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)1, 10 except (jt=ib) 14=290, 16=307, 17=177, 12=307,11=177. 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." ' %`��,PQvjN J0 No, 68182 •• S FID Joaquin Velez PENo.68182 MlTek USA,.Inc..FL Cert66X 6904 Parke East Blvd. Tampa FL 33610 data -- September 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. ' Design valid for use onlywkh Mi7ek0 connectors. This design is based only upon parmeters shown, and is foran individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing M iTek° Is always required forstab,Tdy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, derrvery, erection and bracing of trusses and truss systerns, see ANSM11 QuaBryCr/teda, OS849 and SCSI Binding Component 6904 Parke East Blvd. SaferylMonnagcn available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, Fl. 36610 Job uns Type QtyPlyT21350492 2398732 2398732 [Vr.2Truss GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 s Mar 9 2020 MiTek Industries, Inc. Mon Sep 21 05:50-.24 2020 Page 1 ID:6vruliCRSfggTdlbPQh5Baybmh-IxW AHJuQYkG2lyWAJTMRUzLEUkn8fQK8gFoyNybURz 8-0-0 26-0-0 344-0 0 8.-0 18-0-0 8" Scale=1:55.7 3x4 = 5.00 12 3x4 = 3X4 = 3 2D 4 21 22 5 23 6 24 7 25 8 2 9 19 26 18 27 1 10 3X4 16 15 3x4 = 13 1 3x4 = 3x4 34-M Plate Offsets (X,Y)- [3:0-2-0,0-1-11, [8:0-2A,0-1-11 LOADING (psf) SPACING- 240-0 CSL DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Vert(LL) n1a n/a 999 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) n/a - n/a 999 SCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 10 We n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-SH Weight: 117 ib 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 20 SP No.2 BOT CHORD Rigid ceTng directly applied or 10-0-0 oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 34-0-0. (lb) - Max Horz 1=119(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 1=117(LC 12),10-117(LC 12), 14= 309(LC 12), 16=247(LC 8),17=-274(LC 12),12=249(LC 9), 11-274(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 10 except 14--458(LC 21), 16=417(LC 21), 17=411(LC 17), 12=417(LC 22),11=408(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-0=230/295, 3-t=-169/294, 4-5 169/294, 5-7=169/294, 7-8=169/294, B•9=230/293 WEBS 5-14=-338/401, 4-16=29613B9, 2-17=2671424, 7-12=2961370, 9-11=28M424 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=18ft; B=45ft; L=34ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 4-1-12, Interfor(1) 4.1-12 to 8-0-6, Extedor(2) 8-0-6 to 12-9-14, Interfor(1) 12-9-14 to 25-11-10, Exterior(2) 25-11-10 to 30-9-3, Interior(1) 30-9-3 to 33-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 117lb uplift at joint 1, 117lb uplift at joint 10, 309 lb uplift at joint 14, 247 lb uplift at joint 16, 274 lb uplift at joint 17, 249lb uplift at joint 12 and 274 Ib uplift at joint 11. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibility of the building designer per ANSI TPI 1 as referenced by the building code." %tt i,l i a r titi,�' PQU I N G'E IV N6. Ul82, 'ST OF :4e 0 : 41 Joaquin Velez PE No.68182 MiTek,WA, IOc..FL Cert 6634 6904 Parke East Blvd. Tarnpa FL 33610 Date: September 21,2020 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/192020 BEFORE USE. Design valid for use oniywith MITek® connectors. This design is based only upon parameters shown, and is foran individual building component, not ��• a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, derwery, erection and bracing of busses and tmss systems, see ANSf?Plf Quality Criteria, DSa-e9 and ISCSI aaildrng Component 6904 Parke East Bhd. Saferylnlormaaon available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21350493 2396732 V03 GABLE 1 1 Job Reference (optional) Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 1 8.240 s Mar 9 2020 MTek Industries, Ina Mon Sep 21 06:50:25 2020 Page 1 I D:6vfuriCRSfggTdl bPQh5Baybmlt-o64NNcJ WBss7fSXk1_bzhWUYulwt547MT?LVpybU Ry 12.0.0 26-M 38-0.0 1243-0 14.0-0 12-0-0 Scale =1d32A 5.00 112 3x6 = 3x8 = 3 4 19 b 20 b 7 3x6 - 3x6 16 23 15 14 Us = 13 12 11 24 Us = 10 38-0-0 Plate Offsets MY)- f3:0.3-0,0-0-101, f7:0-3.0,D-0-101 LOADING (psi) SPACING- 2-" CSI. DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.39 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Inter YES WB 0.16 Horz(CT) 0.01 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-SH Weight: 140 lb FT = 20% LUMBER- BRACING• TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0." oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceTng directly applied or 6-" oc bracing. OTHERS 20 SP No.3 REACTIONS. All bearings 384)-0. (Ib) - Max Holz 1=192(LC 10) Max Uplift All uplift 100lb or less atjolnt(s) exopt 1=101(LC 12), 9=101(LC 12), 13=-315(LC 12), 14=216(LC 12), 16=411(LC 12), 12=216(LC 12),10=-011(LC 12) Max Grav Alf reactions 250 Ib or less atjolnt(s) 1, 9 except 13=595(LC 18),14=568(LC 17),16=583(LC 17), 12-550(LC 18), 10=581(LC 18) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 0b) or less except when shown. WEBS 5-13=--451424, 4-14=-314/352, 2-16=.4091548, 6-12=314/350, 8-10=407/547 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd-132mph; TCDL=4.2pst BCDL-3.0psf: h-16ft; B=45ft; L=38ft; eave=5ft; Cat II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 4-6-8, Interior(1) 4-6-8 to 12-0.6, Extedor(2)12-0-6 to 17-4-11, Interior(1) 17-4-11 to 25-11-10, Exterior(2) 25-11-10 to 31-3-15, Interior(1) 31-3-15 to 37-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) Al plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom Chord bearing. 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other rive loads. 7) • This truss has been designed fora five load of 20.Opsf on the bottom chord In all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 101 lb uplift at joint 1, 101 lb uplift at joint 9, 315 lb uplift at joint 13,216 ib uplift at joint 14,411 Ib uplift at joint 16,216 lb uplift at joint 12 and 411 lb uplift at joint 10. 9) "This manufactured product is designed as an individual building component. The suitability and use of this component for any particular building is the responsibirdy of the building designer per ANSI TPI 1 as referenced by the building code." ,`% pPpU•IN 'r NO. 138182 0. :* -a:z 'S OF10 A. I'lit 'lrrrt►��� Joaquin Velez PE N6.68182 MTTek USA, Inc..FL Cert 6634. 6904 Parka East Blvd. Tampa FL 33610 Date:. September 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. , Design veld for use only with MTek® connectors. This design Is based only upon parameters shown, and is foran Individual building component, not a brass system. Before use, the building designer mustvedty the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MTek° is always required forstabTdy and to prevent collapse with possible personal Injury and propertydamage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI//Plf QuaOty Cr teda, DSB49 and SCSI Sulydmg Component 6904 Parke East Blvd. Sarely Inlomtation available from Thus Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21350494 2396732 VO4 GABLE 1 1 Job Reference o tlonal Builders FirstSource (Jacksonville, FL), Jacksonville, FL - 32244, 8.240 s Mar 92020 MiTek Industries, Inc. Mon Sep 21 06:50-.26 2020 Page 1 ID:6vfuliCRSf9gTdlbPQh5Baybmit-GKetbyK8y9 Hc6ulkVgW2ghINCcXjdb7kulFybURx 13-10.8 28-1.8 42-0-0 13.10-8 14-0 13-10.8 Scab =1:692 F. nn f19 3x6 = 3x6 = 4 5 24 25 6 26 27 7 B 3x6 i:� 3x6 21 20 30 19 18 17 16 15 14 31 13 12 3x6 = 3u6 = &S = e Plate Offsets (X,)7— f4:0-3-0,0-0-10),f8-0.3.0,0-0-10) LOADING (pst) SPACING-- 24)-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 TCDL 7.0 Lumber DOL 1.25 BC 0.39 BCLL 0.0 Rep Stress Ina YES WB 0.20 BCDL 10.0 Code FBC2017RPI2014 Matrix-SH LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 OTHERS 2x4 SP No.3 0 DEFL. in (loc) Udetl Ud PLATES GRIP Vert(LL) n1a - Na 999 MT20 244/190 Vert(CT) Na - n1a 9W Horz(CT) 0.01 11 nfa n/a Weight:161 Ib FT = 20% 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. REACTIONS. Ali bearings 42-0-0. (Ib)- Max Horz 1=232(LC 10) Max Uplift All uplift 100 lb or less at joint(s)1, 11 except 16-312(LC 12), 18=216(LC 12), 20-357(LC 12), 21=-302(LC 12), 15=216(LC 12), 13=357(LC 12), 12--302(LC 12) Max Gfav All reactions 250lb or less at joint(s)1, 11 except 16=579(LC 18),18=603(LC 17), 20=577(LC 17), 21=391(LC 17), 15=582(LC 18), 13-574(LC 18), 12=392(LC 15) FORCES. Ob) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 3-4-139/250, 4-5=139/281, &6=139/281, 6-7=139/281, 7-8=139/281 WEBS 6-16=-342/430, 5.18= 315/335, 3.20-3871641, 2-21=-315/468, 7-16=-315/333, 9-13=483/541, 10-12--317/468 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=170mph (3-second gust) Vasd=132mph; TCDL=4.2psf; BCDL=3.Opsf; h=181t; B=45ft; L=4211; eave--511; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-9-1 to 4-115, Intedor(1) 4-11-5 to 13.10-14, Exteffor(2) 13-10-14 to 19-9.15, Interior(1) 19-9-15 to 28-1-2, Extedor(2) 28-1-2 to 34-0.4, Interior(1) 34-0-4 to 41-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 pat bottom chord live load nonconcunent 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 343-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 11 except (jt=1b) 16=312, 18=216, 20=357, 21=302, 15=216, 13=357, 12=302. 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" ��kuit,rr,, i No. 68182 .. S OF .44/Z i Al Rl Joaquin -Velez PE ND.68182 Mfrek USA',.Inc..FL Cart 6634 6904 Parke East Blvd: Tampa FL 33610 Date: September 21,2020 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/192020 BEFORE USE. • Design valid for use onywith MTek0 connectors. This design is based only upon parameters shown, and Is loran Individual building component, not e truss system. Before use, the building designer must verify the applicability ofdesign parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe k° 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 mosses and truss systems. see ANSWPl1 QuaU* criteria, DSB-89 and BCS1 Bu/kiffng Component 6904 Parke East 13M. Safely Informaaon available from Tiuss Plate Insti ite, 2870 Crain Highway, Sune 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type Oty Ply T21350495 2396732 V05 GABLE 1 1 Job Reference a 6onal Builders FirStSouree (Jacksonville, FL), JaCkSonVllle, FL - 32244, a.Z4u S Mar 9 ZOZU MITBK industries, mc. Man Sep Z1 0a:bu:2a ZOZu Page 1 ID:6vfuliCRSfggTdl bPOh5Baybmit-CimV?eMOUnFWwGHP9YlbK80j53V4RGw2RD758ybURv 13-10-8 32-1-8 46-0-0 13-10-8 18-3.0 13-10.8 Scale-1.75.9 3x6 = 3X6 = 3X6 = 4 5 25 26 6 7 27 a 9 3x8 i 22 21 19 17 16 14 13 M 20 18 15 3XB = US = 3x8 = Plate Offsets (X,Y)— t4;0-3.0.0-0-101, t9:0-3-0,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) n/a - n/a 999 BCLL 0.0 Rep Stress Incr YES WB 020 Horz(CT) 0.01 12 n/a n/a BCDL 10.0 Code FBC2017rFP12014 Matrix-SH Weight: 177 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 Do purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 x bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 46-0-0. (lb)- Max Harz 1-239(LC 11) Max Uplift All uplift 100 lb or less at Joints) 1, 12 except 17-312(LC 12).19=240(LC 12), 21=•-002(LC 12), 22=-351(LC 12), 16=240(LC 12), 14=-302(LC 12),13=-351(LC 12) Max Grav All reactions 250lb or less at Joint(s) 1, 12 except 17=578(LC 18),19=568(LC 17), 21=564(LC In 22-464(LC 17), 16=560(LC 18). 14=557(LC 18),13=466(LC 18) FORCES. (Ib) -Max. Comp./Max. Ten. - All forces 250 (I)) or less except when shown. TOP CHORD 3-4=1871279, 45=1401275, 5.6=140275, 6.8=1401275, 8-9=140/275, 9-10-187275 WEBS 6-17=337/417, 5-19=296/385, 3-21=3541513, 2-22=-357/471, 8-16=-296/385, 10-14=346/512, 11-13=-359/470 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3second gust) Vasd=132mph; TCDL=4.2psF, BCDL=3.Opsf,, h=18ft; B=45ft; L=46ft; eave=6ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 54-2, interior(1) 5-4-2 to 13-10-14, Exterior(2) 13-10-14 to 20-0-12, Interlor(1) 20-4-12 to 32-1-2, Exterior(2) 32-1-2 to 38-7-1, Interior(1) 38-7-1 to 45-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord five load nonconcuTent with any other live loads. 7) • This truss has been designed for a live load of 20.0psr on the bottom chord in all areas where a rectangle 3-6-0 tall by 24)-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 1, 12 except Qt=Ib) 17=312, 19=240, 21=302, 22=351, 16=240, 14=302, 13=351. 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." 0,01,•N No 6,8182 :�•• S OF 1 N A; ,��,�e. Joaquin Velei PE N6.68182 Mirek USA,.Inc..FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: September 21,2020 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 51192020 BEFORE USE. Design valid for use only with MTeM connectors. This design is based only upon parameters shown, and is foran individual building comlionent, not �- a thus system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buctdirlg of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTe k° Is ahvays required forstablity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUIPIf QuaW Critada, DS849 and BCSI Banding Component 6204 Parke East Bhd. Safety Information avalable from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MO 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply T21350496. 2396732 V06 GABLE 1 1 Job Reference (optional) Builders FIrStSoUrCe (Jacksonville, FL), Jacksonville, FL -=44, tl.Z40 a Mar u 2U2U MITek Industries, Inc. Mon Sep 27 0(i: Mu 2U20 page 7 ID:6vfutiCRSMgTdlbPQh5Baybmlt-gvKID_MOF4NZ83rTzt3XSXg91 VPVpuX3H5zZeaybURu 13-10.6 36.1-8 50-0-0 13-10-8 22-U 13-10-8 Scale=1:82.7 Us = 5.00 12 3 4 Us = 3x6 = 6 7 25 a 9 10 4x8 22 20 19 16 16 15 13 4x8 27 21 17 14 28 3x6 = Us = Us = Plate Offsets (X Y)- r4:0-3-0,0-0-10L re:0-3-0,0-0-1ot LOADING (pst) SPACING- 2-" CSI. DEFL In (loc) Ildell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0A8 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 020 Horz(CT) 0.01 12 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-SH Weight: 194 lb 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 ceiling directly applied or 10-0-0 oo bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 504)-0. Qb)- Max Horz 1=244(LC 11) Max Uplift All uplift 100 lb or less at jo)nt(s)1,12 except 18=296(LC 12),19=284(LC 12), 20=238(LC 12), 22=430(LC 12), 16=-284(LC 12), 15=-238(LC 12),13=-430(LC 12) Max Grav All reactions 250 lb or less at Joint(s) 1, 12 except 18-570(LC 18),19=581(LC 18), 20=602(LC M. 22=610(LC 17), 16=585(LC 17),15=577(LC 18), 13=612(LC 18) FORCES. Qb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 3.4=131r273, 940=131/267 WEBS 6-18=323/387. 5-19-335/443, 3-20=323/424, 2-22=435/568, 8-16=,W/443, 10-15-298/421, 11-13=-438/566 NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=170mph (3-second gust) Vasd=132mph; TCDL=4.2pst BCDL=3.0psf: h=18ft; B-45ft; L=50ft; eave=6ft; Cat II; Exp C; Encl., GCpl=0.18; MWFRS (directional) and C-C Exterior(2) 0-9-1 to 5-8-15, Interior(1) 5-8-15 to 13-10-14, Exterior(2) 13-10-14 to 20-11-9, Intedor(1) 20-11-9 to 364-2, Exterior(2) 36-1-2 to 43.0-0, Interior(1) 43-0-0 to 49-2-15 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) This truss has been designed for a 10.0 psf bottom chord five load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.0psf. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1, 12 except at=lb) 18=296, 19=284, 20=238, 22=430, 16=284, 15=238, 13=430. 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." at) V %%.. P'FW No 6;8182 S O F��[/ i OR 10 0. Joaquin Velez PE No.66182 Mllek USA 'Inc..FL Cert 6634 69D4 Parke East Blvd: Tampa FL 33610 Data: September 21,2020 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/192020 BEFORE USE. ' Design valid for use onlywith MTek® connectors. This design is based only upon parameters shown, and is foran individual building component, not a buss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Imo the overall building design. Bracing Indicated is to prevent burbling of individual truss web and/or chord members only. Additional temporary and permanent bra ft M iYek° Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPlf Quality Crlleda, USB-99 and BCSI Bellamy Component 6904 Parke Fast Blvd. Safety Infomneffon available from Thus Plate Institute, 2870 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION �4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ft4n-sixteenths. h� Apply plates to both sides of truss and fully embed teeth. 0.11en For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in NUTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or 1 bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing S Bracing of Metal Plate Connected Wood Trusses. Numbering System -8 dimensions shown in ft-In-sbdeenths (Drawings not to scale) 1 2 3 TOP CHORDS Cv2 C2-3 WEBS S�Q 4 _ O U R \\ I O_ C7-8 CO-7 CS-6 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362,'ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MITek® All Rights Reserved MiTek a MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 A ' General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal orX-bradng, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or altemative Tor 1 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 8. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. S. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better then that specified. 13. Top chords must be sheathed or pur ins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other then those expressly stated.