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HomeMy WebLinkAboutTRUSS1 .. 258 Southhall Lane, Suite 200 fiFMaitiand,,Florida 32751 'S D P: (321) 972-0491 1 F: (407) 880-2304 1 E:'info@fdseng.com. Website: www.fdseng.com ym" ENGINEERING ASSOCIATES ' June 17, 2021 Building Department ` Ref: .' _Adams Homes.. E' Lot: x, Lot 23:BIk: Ph,-3 Subdivision: Fort Pierce.- ,Water§tone Address: P ;+" 8308 Amalfi' Cir. ' Model:', , "' 2265 2CF _GR LHG KA' #, .. 21-5945• ' Truss Company: Builders First Source Date of draw,inlgs: e/46%21 r Job No.: 2760035 Wind Speed: ]60 Exposure: �G Truss Engineer," Philip J. O'Regan To whom it'may"concern, f; - We have reviewed the truss design package for the project refere,�ce°d above. This truss package complies with the original design intent and the underlying •structure will. accommodate all, indicated,loads. We approve the truss package without commen'tbased' upon the truss'layout and truss prof les supplied to us by the Truss Company,witb truss profles:sealed by-th$.Truss Engineer. Please note, this review is only for general conformance -wfth the design concept of the project. ='C,ontractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub-contractoris`also responsible for confirming all quantities and dimensions; selecting appropriate fabrication processes and techniques; and coordinating work with -all other trades.. Note: Truss ID's may vary. If you have any questions, please do not hesitate to call. Sincerely, 6/17/2021 6/17/2021 Carl A. Brown, P.E. Scott Lewkowski, P.E. TL. # 56126 FL. #78750 FDS Engineering Associates, A TSG Company G°Your Building Code Experts" t bLO v�v\•••��c, E N,SFR'4 e0 No 87864 m ST OF .�4vg eo T•,•.G� �� Luis Pabloo' FL. # 87864 L e , POP ZPA 1A , MA i9i � P'A mminfl i e A MeWElm a. MEESE A EXPOSED TO WIND In In In IN IN Elm Elm siom Elm Elm Elm mism Elm Elm Elm- vn J a: 4 1' J" SIMPSON CONNECTOR SCHEDULE ROOF TRUSS ID MODEL ROOF UPLIFT SYMBOL 0 1 A-11 LUS24 895 3 1 A 11 HTU26 3600 111555 ,w 0 8 HTU28 4680 2140 ue 0 C HTU26-2 3600 2175 ru: 0 D HTL126-2 4680 3485 Ito 0 E HGUS26.27' . 5326 2155 IE 0 F HGUS28- . - 7460 3235 �w 0 G HGU3 � S26 5230 ' 2165 � Ia' 0 H HGUS28-3 7460�" -`' i235". i w 0 J THJA-26 9160' 4095, r w 28 3 X 8 N0P Y Ij Reviewed and Approved . ❑ Revise and Resubmit 0 Reviewed with Notations ❑ Not Reviewed (see explanation) Corrections or comments made on equipment submittals or shop drawings during this review do iiot relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner FDS ENGINEERING ASSOCIATES Date: 06/17/2021 By: ES Submittal No.: Project No.: 21-5945 Project Eng.: Luis T Project Name: Adams Homes - Fort Pierce - Waterstone - Lot 23 Blk Ph 3 VERIFYALLUM IONS AM CEILING CONDIRONS PRIORTOAPPROVAL SOME CEILING FRAMING REQUIRED IN SEW BY SULfER MABI WIND FORCE RESISTING SYSTEWCC HYBNO w!ID ASCU-16 ENCLOSE] IMPORTANT EXPOSURE CATEGORY C OCCUPANCY CATEGORY o This Drawing Must So Approved And o�Fi IwRirOR t.m Returned Before Fabrication Will TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF 807TGM CHORD Lr E LOAD Begin. For Your Protection Check All MONCONCVRRENT YM ANY OTHER LIVE LOADS Dimensions And Conditions Prior To ROOF LOADING FLOOR LOADING SIGNATUAPBELO Of Plan. RE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE TCLL: 20 PSF TOLL: 40 PSF BEEN ACCEPTED. TCDL• 07 PSF TCDL: 10 PSF BCDL: 10 PSF BCOL 5 PSF BY Date TOTAL 37 PSF TOTAL: 55 PSF DURATION: 1.26 DURATION: 1.00 r` CAUTION!!! DO NOT ATTEMPT 'TO ERECT TRUSSES WITHOUT REFERRING TO, - THE ENGINEERING DRAWINGS AND BSCI.81 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (le. SHEATHING, SHINGLES, ETC.) ALL INTERIOR' BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO. FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 ^ Hours And Investigation By Builders First Source. NO EXECPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Root Diaphragm Connections. • ROOF PITCH: • 6112 - CEILING PITCH: 3112, . ,TOP CHORD SIZE: 2 X 4 . BOTTOM CHORD SIZE: 2 X 4 OVERHANG LENGTH: 16" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24^' BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend =&-O" BEARING MW-0" BEARING BUILDER: Adams Homes ROJECT: Single Family MODEL 2265 CR 2CAR ADDRESS: 8308 AMALFI CIR LOT / BLOCK: 23IPH3 SUBDIVISION: I WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCHEZ JOB 0 : ' 2769036 DATE: 106116f2021 I SCALE: I NTS PLAN DATE: 1 2021 ' REVISIONS: 1. 2. 3. 4. Builders, • Conibining to serve you better 4408 Airport Road Plant City, FL 3350 Ph.(813) 305-1300 Fax (813) 305-1301 ® Lumber desbn dides are in accordance with ANSI/TPI.1 section 6.3 These truss designs rely on lumber values established.by others. MiTek RE: 2769035 - 2265'CR BLIK MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Mga FL33610-4115 Customer Info: Adams Homes Port St Lucie Project Name: 2265 2 Car Model: Gar Lot/Block: 23/PH3 Subdivision: WATERSTONE - 8308 AMALFI CIR Address: 8308 AMALFI CIR, . 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: FBC2020/TP12014 Design Program: MiTek 20/20 8.4 Wind Code:. ASCE 7-16 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 39 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the. Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T24367689 A 6/16/21 23 T24367111 D21 6/16/21 2 T24367690 Al 6/16/21 24 T24367712 E7 6/16/21 3 T24367691 A3 6/16/21 25 T24367713 E7V 6/16/21 4 T24367692 A5 6/16/21 26 T24367714 E7VA 6/16/21 5 T24367693 . 137C .6/16/21 27 T24367715 E7VB 6/16/21 6 T24367694 B9C 6/16/21 28 T24367716 E7VC 6/16/21 7 T24367695 1311 C 6/16/21 29 T24367717 FGC 6/16/21 8 T24367696 B13C 6/16/21 30 T24367718 G 6/16/21 9 T24367697 B15. 6/16/21 31- . T24367719 G1 . 6/16/21 10 T24367698 B17 6/16/21 32 T24367720 GX 6/16/21 11 T24367.699 B19 '6/16/21 33 T24367721 . ME E 6/16/21 12 T24367700 B21 6/16/21 34 T24367722 H2 6/16/21 13. T24367701 C1 6/16/21 35 T24367723 H3 6/16/21 14 T24367702 C3 6/16/21 36 T24367724 1-14E . 6/16/21 15 T24367703 C5 6/16/21 37 T24367725 PB 6/16/21 16 T24367704 . D7 .6/16/21 38 T24367726. P81 6/16/21 17 T24367705 D9 6/16/21 39 T24367727 R7 6/16/21 18 T24367706 D11 6/16/21 . 19 T24367707 D13 6/16/21 20 T24367708 D15 6/16/21 21 T24367709 D17 6/16/21 22 T24367710 D19 6/16/21 The truss drawing(s) referenced above have been prepared by ,,��OP`(t ll• VFW �� MiTek USA, Inc. under my direct supervision based'on the parameters ��� J •.��' N S�,''��� provided by Builders FirstSource (Plant City, FL). , No 8182 Truss Design Engineer's, Name: Velez, Joaquin. My license renewal date for the state of Florida is February 28, 2023. Z. WAIMPORTANT NOTE: The seal on these truss component designs is a certification 41 0 E 0 F � that the engineer named is, licensed in the jurisdiction(s) identified and that the i� Q•�•• .�> designs comply with ANSI/TPI 1. These designs are based upon parameters ���(� •' O 1�0.• G�,�� shown (e.g., loads, supports, dimensions, shapes and design codes), which were ids / '• •� ,�� given to MiTek or TRENCO. Any project specific information included is; for MiTek's or ��ON' ; �,0. 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 Joaquin elez PE No.6 162 applicability of the design parameters or the designs for any particular building. Before use, MiTek U. A, Inc. FC Go. 6634 the building, designer should verify applicability of design parameters and properly 6904 Pa a East Blvd. T mpa FL.33610 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: June 16,2021 Velez, Joaquin . 1 of 1 Job Truss Truss Type oty Ply 2265 CR BLK a G T24367689 2769035 A PIGGYBACK BASE TRUSS 4 1 Job Reference (optional) ,ur..d ,. �.. is ii.oi.o7 onoli D�..e 11 t�mcers rrrstSource (Piani Chy, FL), riarn City, rL - 33567, 0.4ou a aU ..o . ..n y , ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-1 N4ws662dx_.MNzfy69khSpfyvTKbBm4pSgW kFOz5jfi 1-4- 3-10-12 8-11-0 1411-8 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-0-Q 4- 3.106-12 5-0-4 6-0-8 6-0-8 5-9-12 5-10-13 5-2-15 4- Scale=1:85.3 5x6 = 5x6 = 6.00 12 6 2 7 46 5x6 5 P6 8 5x6 2x4 i m 4 9 ST1.5x8 STP = c 2x4 28 ST1.5x8 STP= 3 10 25 Ib 17 11 6 0 m 1 2 O 5xB = 30 31 16 15 32 14 1333 34 12 IN 29 3x6 = 3x8 = 4x6 = 3x4 - 3x6 = 18 3x4 = 3x8 5x8 = -0 34-3.0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.42 18-21 >246 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.36 18-21 >290 180 BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.08 10 . n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 243lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc purlins (5-1-0 max.): 6-7. 4-18: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16, 8-14 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=0-7-8 Max Horz 2=419(LC 11) Max Uplift 2=499(LC 12), 18=-1054(LC 12), 10=-829(LC 12) Max Grav 2=374(LC 23), 18=1965(LC 17), 10=1595(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-340/787, 3-4=-238/471, 4-5=-158/484, 5-6=-1597/1167, 6-7— 1514/1120, 7-8=-1725/1147, 8-9=-2601/1415, 9-10=-2831/1535 BOT CHORD 2-18=-786/303, 17-18=-1832/776, 4-17=401/364, 16-17=-622/1440, 14-16= 465/1400, 12-14=-92611946, 10-12=-1245/2488 WEBS 3-18=-338/671, 5-17=-1925/691, 5-16=0/290, 6-16=-153/252, 6-14=-120/459, 7-14=-220/503, 8-14=-783/557, 8-12=-121/611, 9-12=-354/345 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-8, Interior(1) 31-6-8 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=499, 18=1054, 10=829. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 MOW 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 ANSIITP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type y Qty Ply 2265 CR BLK 2 T24367691 2769035' A3 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) tmuaers mrstoource tmani uiy, rL/, riani ury, rL - 10001, 0.4ou 5 dull G LVL I Ivll I un IIIuubillub, II lu. v — I I W. I ID:6gDIOH2OVegl NkisxoNemzyuULB-wBJRiT9Yh9VnsazjL?pdcfpdJ4gV7YXPNSUyOBz5jfe 11-4-Q 4-10-12 7-2-4 , 13-1%6 21-0-0 25-8-0 31-5-12 , 37-4-9 42-7-8 44-0-Q -4- 4.10-12 2-3-8 6.8-2 7-1-10 4-8-0 5-9-12 5-10-13 5-2-15 i-4-8' W 5x6 4\\4ST1.5x8 STP25 12 dI 29 18 3x6 i 6x8 6-10-6 5x6 = 6 6.00 12 4x6 i 26 5 16 30 15 3x4 = 46 = Scale =1:85.3 5x6 = 2& 7 5x6 8 2x4 9 ST1.5x8 STP = o 28 10 I� 11 d o 31 14 32 13 33 12 N 3x6 = 46 = 3x4 = 3x6 = 42-7-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20201rP12014 CSI. TIC 0.67 BC 0.90 WB 0.77 Matrix -AS DEFL. in (loc) I/clef] Ud Vert(LL) 0.24 18-21 >345 240 Vert(CT) -0.59 14-16 >725 180 Horz(CT) 0.09 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 234 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except. BOT CHORD 2x4 SP No.2 *Except* 2-0-0 oc pudins (4-6-3 max.): 6-7. 4-18: 2x4 SP No.3, 15-17,13-15: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-14, 8-14 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-445(LC 12), 10=-866(LC 12), 18=-1000(LC 12) Max Grav 2=340(LC 23), 10=1663(LC 18), 18=1923(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-353/449, 3-4=-282/420, 4-5=-355/556, 5-6=-1994/1364, 6-7=-1661/1186, 7-8=-1890/1221, 8-9=-2744/1493, 9-10=-2974/1612 BOT CHORD 2-18=-417/172, 17-18=-1745/709, 4-17=348/305, 16-17=-834/1909, 14-16=-561/1610, 12-14=-995/2083, 10-12=-1313/2616 WEBS 5-17=-2131/760, 5-16==125/387, 6-16=-288/516, 6-14=-86/429, 7-14=-266/604, 8-14=-771/561, 8-12— 123/591, 9-12=-354/343, 3-18=-216/388 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 44-0-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and.any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=445110=866, 18=1000: 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type y aty Ply 2265 CR BLK ; T24367692 2769035 A5 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) grtuaers rrrsmource tr-iani i.rty, rLI, earn LAW, rL - 0000r, ..- .. U„ ..o,...,.,..- .---. ...y.. . ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-OKtpvpAARTdeUkYvuiKs9tMnJUOxs?NYc6DVwdz5jfd 4. 17- 6-3-0 13-7-12 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 44-0-Q 4-7-4.12 7-4-4 W. 5-9-12 5-10-13 5-2-15 4- 5x8 i 3 ST1.5x8 STP = 25 17 m 1 2 4x4 = a 0 29 18 3x6 = 4x6 11 3-7-12 Scale ,= 1:87.1 Sx8 = 6.00 12 5x6 = 5 27 6 5xB 5x6 26 7 4 2x4 �i m 8 0 ST1.5xB STP = o 28 9 r' Iv 10 6 0 16 15 14 30 13 12 31 32 11 9 5x6 = 4x6 = 3x4 = 3x8 = 46 = 3x4 = 3x6 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.28 11-13 >999 240 MT20 2441190. TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT)-0.4911-13 >897 180 BCLL 0.0 * Rep Stress Incr YES WB 0.79 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* 3-18: 2x4 SP No.3 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (size) 2=0-8-0, 18=0-3-8, 9=0-7-8 MaxHorc 2=419(LC 11) Max Uplift 2=-367(LC 12), 18=-1026(LC 12), 9=-878(LC 12) Max Gmv 2=268(LC 23), 18=1957(LC 17), 9=1679(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-355/467, 3-4=-2181/1266, 4-5— 1832/1204, 5-6= 1673/1207, 6-7= 1903/1244, 7-8= 2790/1508, 8-9= 3018/1628 BOT CHORD 17-18=-1929/992, 3-17=-1816/1030, 16-17=-167/266, 14-16=-876/2114, 13-14=-571/1706, 11-13=-1012/2111, 9-11=-1328/2653 WEBS 3-16=-720/1869, 4-14=-498/383, 5-14=-150/478, 5-13=-165/283, 6-13=-276/615, 7-13=-793/556, 7-11 =-1 161622, 8-11=-348/344 Weight: 238 lb FT = 20% Structural wood sheathing directly applied, except 2-0-0 oc puriins (4-6-0 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpt 4-14, 5-13, 7-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Extedor(2E) 21-0-0 to 25-8-0, Extedor(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 44-0-0 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (jt=lb) 2=367, 18=1026, 9=878. �+ 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66M 6904:Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 membersonly. 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 trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type City Ply 2265 CR ELK t .2 T24367693 2769035 B7C HALF HIP TRUSS 1 2 Job Reference (optional) 50dilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun' 2 2021 MiTek Industries, Inc. Wed Jun 16 11:21:54 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-1 ebMQwJid97xwaSDbDYgePspuK7PgRwJMz78Lxz5jfR r1-4-Q 3-2-4 1 7-0-0 13-5.6 + 19-10.12 26-4.2 33-9-4 39-3-8 46-8-0 1-4-0 3.9-4 3-2-12 6-5.6 6.5-6 6-5-6 7-5-2 5-6-4 Scale =1:86.4 6.00 12 5x6 = 3x8 = 5x6 = 3x10 = 5x6 = 4x6 = 4x6 = 3 22 4 5 23 24 6 725 8 9 18 17 16 15 14 13 10 4x6 3x6 = 5x6 = 3x10 2x4 11 6x8 — 3.50 12 = = ST1.3x8 S i P 3x6 = 33-94 64-2 32-9-8 3a-8-5 39-3-8 7-B07-0-0 13-5-6 90-12 4-87-0-0 656 V 6-5-6 6-5-6 0.114 5-64 ' Plate Offsets (X Y)-- [3.0-3-0 0-2-0] [5:0-3-0 0-3-0] [7:0-2-8 0-3-01 [17:0-3-0 0-3-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.45 16-17 >906 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 16-17 >844 180 BCLL 0.0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.13 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS Weight:471 lb FT=20%, LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-1 oc'pudins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt 6-13 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=281(LC 8). Max Uplift 10=616(LC 5), 2=-1771(LC 8), 13= 2696(LC 8) Max Grav 10=1005(LC 14); 2=3010(LC 13), 13=4426(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6002/3363, 3-4=-5419/3133, 4-5=-7042/4167, 5-6=-7042/4167, 6-7=-217/288, 7-8=-662/849, 8-9= 1956/1217, 9-10=-876/712 BOT CHORD 2-18=-3094/5333, 17-18=-4317/7307, 16-17=-4317f7307, 14-16= 2799/4773, 13-14=-2799/4773, 12-13=-1823/1307, 7-12= 893/839, 11-12=-1261/1977 WEBS 3-18=-955/2100, 4-18=-2258/1360, 4-17=0/398, 4-16=-302/188, 5-16=-853/826, 6-16=-1563/2592, 6-14=0/466, 6-13= 5633/3357, 8-12=-2915/1925, 8-11=-185/464, 9-11 =- 118511898 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 °x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 Do. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to, distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Joaquin Velez PE No.68182 capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 10=616, 2=1771, 13=2696. Date: 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 802 lb down and 391 lb up at June 16,2021 Cont17n4LQ an baW2 chord. The desi n/selection of such connection devices is the res onsibili of others. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI?PII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t y Qty Ply 2265 CR BLK T24367693 2769035 B7C. HALF HIP TRUSS 1 2 Job Reference (optional) .9uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43u S JUn z zuzi mi i eK incU5lnes, irtc. vveu Jun io 1 GL 1:u9 eue r r ayu G ID:6gDl0H2OVeg1 Nk1 sxoNemzyuULB-1 ebMQwJid97xwaSDbDYge0spuK7PgRwJMz78Lxz5jfR LOAD CASE(S) Standard 1) Dgad + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54,3-9=-112(F=-58),18-19=-20,13-18=-42(F=-22), 11-12=-42(F=-22), 10-11=-42(F= 22) Concentrated Loads (lb) Vert: 18=-475(F) Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 M iTek' 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 ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information, available from Truss Plate Institute„2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR BLK a T24367694 2769035 B9C Half Hip Truss 1 1 Job Reference (optional) Witlders f-Irstsouree (viant taty, F-L), Irlant tiny, I-L - 33b6/, C.43u s dun z zuz r ivtr r eK inuusmes, mu. vveu dun i o r rc i.00 cuc i rage i I D:6gDIOH2OVegl Nki sxoNemzyuULB-zi j6rcLz8mOf9ucbjea8jgxBr7gBBJKcqHcFQpz5jfP 1-4- 4-9-4 9-0-0 17-3-1 25-6-2 32-9-8 39-1-11 46-8-0 4- 4.9.4 4-2-12 8-3-1 8-3-1 7-3-6 6-4-3 Scale=1:86.4 5x6 = 5x8 = 5x6 = 3x4 = 5x6 = 4x6 = 6.00 12 4 24 25 5 26 27 6 728 8 29 9 0 0 N .18 17 16 15 14 13 10 4x6 = 3x8 = 4x6 = 2x4 11 3x6 = 3x6 = 6xB = 3.5012 ST1.5x8 STP = 3x4 II 25-6-2 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPl2014 CSI. TC 0.65 BC 0.82 WB 0.89 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.26 16 >999 240 Vert(CT) -0.33 14-16 >999 180 Horz(CT) 0.11 13 n/a n/a PLATES: GRIP MT20 244/19U Weight: 245lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-18, 5-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=343(LC 12) Max Uplift 10=-250(LC 0), 2=-781(LC 12), 13=-1050(LC 12) Max Grav 10=427(LC 22), 2=1297(LC 1), 13=1793(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2311/1418, 3-4=-2067/1238, 4-5=-1824/1184, 5-6=-1648/956, 8-9=-527/296, 9-10=-363/309 BOT CHORD 2-18=-1493/2041, 16-18— 1436/2307, 14-16=-1436/2307, 13-14— 950/1630, 12-13= 747/532, 7-12=-346/334, 11-12=-317/530 WEBS 3-18=-327/358, 4-18=-187/602, 5-18=-658/308, 5-16=0/313, 5-14=-753/549, 6-14=-164/605, 6-13— 1968/1194, 8-12=-780/517, 9-11=-290/514 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 46-6-4 zone;C-C for members and forces:& MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0=0 wide will fit between the bottom chord andany other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSlfTPl 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=250, 2=781, 13=1050. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 336.10 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not . a truss system. Before use, the building designer must vedfy 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 iVliTek' 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component - 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type y Qty Ply 2265 CR BILK T24367695 2769035 B11 C Half Hip Truss 1 1 Job Reference (optional) pociers mrstsource Imam taty, t-uj, riani catty, r-L - JoeDI, O .. J —1I . —1 - .1— .. � ... ..� �, y ID:6gDIOH2OVegl NkisxoNemzyuULB-ovYyXrC3kO?DLBGUagtZnV_KAi4a3JR?14S9Xyz5jfa 1-4- 5-9-4 11-0-0 18-3-3 25-6-5 33-9-4 39-1-11 46-8-0 4- 5.9-4 5-2-12 7-3-3 7-3-3 8-2-15 5-4-7 7-6-5 ST1. 2 G 5x8 = 6.00 FITR 4 3x6 = 5x6 = 3x4 II 5x6 = 4x6 = 25 5 26 27- 6 728 8 29 9 3x6 i 3 ixBSTP= 24 23 12 _ 11-10-12 5x6 = 19 18 11 3u 2x4 11 3x6 4x6 = 3x6 = 16 31 15 14 32 13 3x6 = 3x6 = 3x6 = 6x8 = 25-6-5 10 ST1.5x8 STP = 3.50 Ll2 3x4 II Scale= 1:86.4 I9 N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020ITP12014 CSI. TC 0.55 BC 0.82 WB 0.97 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) I/deft Ud 0.20 16-18 >999 240 -0.34 16-18 >999 180 0.11 13 n/a n/a PLATES GRIP MT20 244/190 Weight: 261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-13: 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-13 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Horz 2=405(LC 12) Max Uplift 10=-249(LC 9), 2=-771(LC 12), 13=-1062(LC 12) Max Grav 10=477(LC 18), 2=1565(LC 17), 13=2021(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2802/1338, 3-4=-2281/1151, 4-5=-2224/1181, 5-6— 16.13/797, 8-9=-442/212, 9-10=-366/305 BOT CHORD 2-19=-1475/2539, 18-19=-1475/2539, 16-1 8=-1 111/2024, 14-16=-1181/2224, 13-14=-792/1593, 12-13=-747/536, 7-12=-346/337, 11-12=-227/438 WEBS 3-18=-602/418, 4-18=-124/544, 4-16=-170/400, 5-14=-769/484, 6-14=-199/799, 6-13=-1996/1060, 8-12=-638/406, 9-11= 217/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 46-6-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. - 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. ♦ 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=24912=771,13=1062. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum Joaquin Velez PE No.68182 sheetrock be applied directly to the bottom chord. MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Wit Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to buckling of individual trussweb 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 trusses and truss systems, see ANSUTP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2265 CR BLK T24367696 2769035 B13C Hip Truss 1 1 Job Reference (optional) Wilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:21:47 2021 Page 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-klgiyXEJG?FxaVOthFW1 sw3gUVngXDbHIOxGbrz5jfY 1-4- 7-5-9 13-0-0 19-11-4 26-8-12 33-8-0 3 -5 8 39.1-11 46-8-0 •4- 7-5-9 5-6-7 6-11-4 6-9-8 6-11-4 -9- 4.8-3 7-6-5 6x8 = 6.00 12 5x8 = 5x6 = 2x4 11 6x8 = 2x4 11 4x6 = 4 25 5 26 27 6 28 7 8 9 10 20 19 4x6 _ 3x8 = 2x4 5x8 = 6x8 3.50112 11 ST1.5x8 STP = 3x4 11 Scale = 1:88.1 M 34-5-8 7-5-9 13-0-0 4-2- 19-11-4 26-8-12 33-8-0 33 -4 39-1-11 46-8-0 7-5-9 5-6-7 6-9-8 6-11-4 0- -4 7-6-5 0-8-4 Plate Offsets (X Y)-- [3.0-3-0 0-3-0] [4.0-6-0 0-2-8] [5:0-3-0 0-3-0] [7:0-6-0 0-2-8] [17:0-5-12 0-4-0] [20:0-3-8 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.25 18 >999 240 MT20 244/190. TCDL 7.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.32 16-17 >999 180 BCLL 0.0 * Rep Stress lncr YES WB 0.92 Horz(CT) 0.09 13 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 273 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 7-8: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at micipt 5-14, 7-14, 10-12 WEBS 2x4 SP No.3 REACTIONS. (size) 11=0-8-0, 2=0-8-0, 13=0-3-8 Max Horz 2=443(LC 12) Max Uplift 11=-105(LC 9), 2=-674(LC 12), 13=-1367(LC 12) Max Grav 11=90(LC 22), 2=1158(LC 1), 13=2354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1944/1053, 3-4=-2084/1327, 4-5=-1550/1019, 5-6=-562/381, 6-7= 562/381, 7-8=-934/1419, S-9= 248/379, 9-10=-261/390 BOT CHORD 2-20— 1227/1712, 16-17=-1264/1830, 14-16=-989/1541, 13-14=-1227/780, 12-13=-1199/776 WEBS 3-20=-487/534, 3-17=-131/262, 4-17=-437/819, 4-16= 406/334, 5-16=-55/403, 5-14=-1187/795, 6-14=-374/404, 7-14=-1359/2140, 7-13=-2070/1537, 8-12=-715/1110, 9-12=-380/412, 10-12= 473/314, 17-20=-1318/1832 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 33-8-0, Exterior(2E) 33-8-0 to 34-5-8, Interior(1) 34-5-8 to 46-6-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip, DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. .7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 11=105,2=674,13=1367. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Pailke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall, building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPlf Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2265 CR BLK T24367697 2769035 B15. HIP TRUSS 1 1 Job Reference (optional) ypiciers mrstSOurce (viant Gny, t'L), mani Guy, I-L - JJbbf, C.4JU IS Jun < <oc 1 IVII I tlR II IUu5U1tl5, It IV. vvuu —I to 1 - 1.4o — I ray. I ID:6gD IOH2OVeg1 Nki sxoNemzyuULB-CUESAtFx1 JNoCf?3FzRG08cgHv2sGgU R_2gg8Hz5jfX r1-4-Q 3-10-12 8-11-0 15-0-0 23-4-0 31-8.0 36-4-12 41-5-0 1-4-01� 5-0-5 6-1-0 8.4-0 8-4-0 4-8-12 51 Scale=1:77.4 6.00 12 5x8 5x8 = 5x8 = 5 27 28 629 30 31 7 6x8 2x4 i 8 26 32 44 4 9 m 0 2x4 ST1.5x8STP= 3 10 '- I� 25 16 6 io m 2 3x6 = 15 34 14 13 12 11 IN 0 1 4x4 = 3x6 = 3x8 = 3x6 = 3x4 = 4x12 II 11 33 17 3x8 5x8 = 8-8-0 8- -0 15-0-0 23-4-0 31-8-0 41-5-0 8-8-0 0- -0 6-1-0 8-4-0 8-4-0 9-9-0 Plate Offsets (X.Y)--f2:0-2-9.0-1-81.f4:0-4-0.0-3-41.f5:0-5-8.0-2-41.f6:0-4-0.0-3-01.f7:0-5-8,0-2-41,f10:0-7-12,Edgel,f17:0-3-4,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) BCDL 10.0 Code FBC2020lfP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-17: 2x6 SP No.2 WEBS 2x4SPNo.3 WEDGE Left: 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-10-9 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=277(LC 11) Max Uplift 10=-676(LC 12), 2=-444(LC 12), 17=-1094(LC 12) Max Grav 10=1430(LC 18), 2=358(LC 23), 17=1846(LC 17) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-293/697, 3-4=-94/341, 4-5=-1450/958, 5-6=-2055/1360, 6-7=-2055/1360, 7-8=-2022/1195, 8-10=-2134/1276 BOT CHORD 2-17=-781/271, 16-17=-1716/814, 4-16=-1617/843, 13-15=-604/1287, 11-13=-823/1744, 10-11=-1000/1816 WEBS 4-15=-519/1459, 5-15= 292/283, 5-13=-512/1011, 6-13=-506/517, 7-13= 259/453, 7-11=01384, 3-17=-336/677 in (loc) I/deft Ud 0.4217-24 >246 240 0.3617-24 >290 180 0.06 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 225 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 15-0-0, Extedor(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 31-8-0, Exterior(2R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 to 41-5-0 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide • will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=676,2=444,17=1094. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ��" a truss system. Before use, the building designer must 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 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 ANS11TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type „ Oty Ply 2265 CR BLK T24367698 2769035 B17 HIP TRUSS 1 1 Jab Reference (optional) �Audaers mrsmource trtant L ny, ruf, runt u1ry, I-L - JJbbr, 8.4JU 5 JUrI 4 4U41 IVII I UK IIIUUSUlUb, IIIU. VVUU JUI1 I O 1 1.4 1— — 1 r qu I I D:6gDI0H2OVeg1 Nkl sxoNemzyuULB-9tMrbYGCZwdVRz9RMOTkUZhAmjlXkf rkSL9wCAz5jfV 1-4- 3-10-12 8-11-0 17-0-0 23 4-0 29-8-0 36-If 41-5-0 -4-0 3-10-12 5.0-4 8-1-0 6.4-0 6-4-0 6-5-2 5-3-14 Scale=1:80.9 6.00 F12 5x8 = 2x4 1 5xB = 5 24625 26 27 7 3x4 6x8 i 23 28 8 4 29 5x8 2x4 9 ST1.5x8 STP = 3 22 A 20I 17 O m 1 2 4x6 = 16 1531 14 32 13 12 11 10 N 0 3x4 = 3x6 = 3x8 = 3x4 = 5x6 = 3x8 = 30 18 3x6 = 3x8 i 5x8 = 29-8.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.62 BC 0.90 WB 0.59 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.42 18-21 >246 240 0.36 18-21 >290 180 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 23B lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 4-18: 2x6 SP No.2 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0; 10=Mechanical Max Horz 2=317(LC 11) Max Uplift 2=-461 (LC 12), 18=-1069(LC 12), 10=-678(LC 12) Max Grav 2=374(LC 23), 18=1838(LC 17), 10=1434(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-332/732, 3-4=-146/365, 4-5=-1541/1009, 5-6=-1715/1214, 6-7— 1715/1214, 7-8=-1893/1162, 8-9=-2209/1219, 9-10=-1341/808 BOT CHORD 2-18= 815/301, 17-18=-1709/793, 4-17= 1572/846, 16-17=347/149, 14-16=-626/1370, 12-14=-741/1578,11-12=-1015/1916, 10-11=-177/270 WEBS 4-16=-359/1287, 5-14=-307/641, 6-14=-373/368, 7-14=-169/276, 7-12=-64/447, 8-12= 390/309, 9-11=-894/1662, 3-18=-329/663 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Extedor(2R) 17-0-0 to 22-7-14, Interior(1) 22-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-3-14, Interior(1) 35-3-14 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 7) Refer to-girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=461, 18=1069, 10=678. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 m Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Ouality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss PlateInstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20801 Tampa, FL 36610 Job Truss Truss Type t Qty Ply 2265 CR BLK t T24367699 2769035 B19 HIP TRUSS 1 1 Job Reference (optional) Puilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:21:51 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-d3wDouHgKEIM36kew5_zOmEJ068BT5atg?vUkcz5jfU 11-4-Q 5-7-6 8-11-0 13-11-8 19-0-0 27-8-0 34-4-12 41-5-0 1-4-0 5-7-6 3-3-10 5-0-8 5-0-8 8-8-0 6.8-12 7-0-4 MAB 6.00 12 21 22 23 6x8 = Scale=1:78.8 0 ch ST1.5x8 STP = 4x6 = 16 3x6 = 7x9 = 34-4-12 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.75 BC 0.75 WB 0.67 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) 0.24 16-18 >430 240 Vert(CT) -0.45 14-15 >866 180 Horz(CT) 0.04 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 "Except" TOP CHORD Structural wood sheathing directly applied, except end verticals. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 "Except" WEBS 1 Row at midpt 5-15 2-16: 2x6 SP No.2, 14-15,12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 "Except" 6-13: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 16=0-3-0, 10=Mechanical Max Horz 2=359(LC 11) Max Uplift 2=-494(LC 12), 16=-1033(LC 12), 10=-684(LC 12) Max Grav 2=386(LC 21), 16=1854(LC 17), 10=1429(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-263/516, 3-4— 169/371, 4-5=-183/503, 5-6=-1509/1068, 6-7— 1527/1129, 7-8=-1741/1139, 8-9=-2200/1238, 9-1 0=-1 305/829 BOT CHORD 2-16=-531/192, 15-16=-1651/677, 4-15=-305/272, 14-15=-715/1216, 13-14=-599/1392, 11 -1 3=-998/1885, 10-11=-274/432 WEBS 5-15=-1665/681, 5-14=0/352, 6-14=-4/307, 6-13=-135/320, 7-13=-53/391, 8-13=-547/383, 9-11==783/1462, 3-16=-278/422 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to 27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 41-3-4 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. r 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=494, 16=1033, 10=684. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2265 CR BLK T24367700 2769035 B21 HIP TRUSS 1 1 Job Reference (optional) puaeers mrstSource (rtam uty, t-L), viant laty, t-L - 33bbf, t1.43U s Jun a ZUZ t Mt I eK MULISUWS, Inc. YVUU dun 10 1 1 :Z 1 :a0 ZUe I ruye I ID:6gDIOH2OVeg1 NkisxoNemzyuULB-ZS1_Dal4sr74lQuO2W1 R5BJhzwoLx?. BA8JObpUz5jfS 1-4- 3-10-12 8-11-0 14-11-8 21-0-0 25-8-0 31-5-12 37-4-9 42-7-8 .4- 3-10.12 5-0-4 fi-0-8 6-0.8 4-8-0 5-9-12 5-10-13 5-2-15 5x6 45x842x4ST1.5x8STP= 324 2 vI 0 28 17 3xB i 5x8 — 5x6 = 5x6 = 6.00 12 6 26 7 46 525 29 30 15 14 31 13 1232 3x6 = 3x8 = 4x6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.62 Vert(LL) TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) BCDL 10.0 Code FBC20201TPI2014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-17: 2x6 SP No.2 WEBS WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 17=0-3-0 Max Horz 2=413(LC 11) Max Uplift 2=-471(LC 12), 10=-706(LC 12), 17=-1088(LC 12) Max Grav 2=373(LC 23), 10=1523(LC 18), 17=1957(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-342/757, 3-4=-232/453, 4-5=-15B/467, 5-6=-1598/1156, 6-7=-1515/1119, 7-8— 1727/1146, 8-9=-2613/1428, 9-10=-2847/1568 BOT CHORD 2-17=-797/304, 16-17=-1823/806, 4-16=-411/371, 15-16=-685/1426, 13-15=-526/1387, 11-13=-964/1956, 10-11=-1298/2510 WEBS 5-16— 1899l733, 5-15=0/291, 6-15=-134/251, 6-13=-124/459, 7-13=-220/504, 8-13=-788/561, 8-11=-159/622, 9-11= 364/388, 3-17=-345/679 34-3-0 Scale=1:84.8 5x6 8 2x4 co 9 6 27 0 ST1.5x8 STP = 10 r- It Ia o O 33 11 N 3x4 = 3x8 = in (loc) I/deft Ud PLATES. GRIP 0.4217-20 >246 240 MT20 244/190 0.3617-20 >290 180 0.08 10 n/a n/a Weight: 240 Ib FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-16, 6-15, 8-13 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4=O to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-6-9, Interior(1) 31-6-9 to 42-7-8 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=471, 10=706, 17=1088. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII.7473 rev. 5/19/2020 BEFORE USE: ' Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information. available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t , Qty Ply 2265 CR BLK T24367701 2769035 C1 JACK -OPEN TRUSS 4 1 Job Reference (optional) Puilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:21:58 2021 Page 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-wP rtGHMDgOeN PBm_g3ccoFOcQbmcQkvHb5LUiz5jfN -1-4-0 0-10-15 1-4-0 0-10-15 LOADING (psf) SPACING- 2-0=0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TIC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TP12014 Matrix -MP 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=90(LC 12) Max Uplift 3=-4(LC 1), 2=-229(LC 12), 4=-16(LC 1) Max Grav 3=25(LC 12), 2=159(LC 1), 4=53(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.6 DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.00 5 >999 240 MT20 244/190 Vert(CT) 0.00 5 >999 180 Horz(CT) 0.00 4 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-10-15 cc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=229. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904-Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 ANSLITP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR BLK ! _ T24367702 2769035 C3 JACK -OPEN TRUSS 4 1 Job Reference (optional) F;uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 1.4-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 TCDL 7.0 Lumber DOL 1.25 BC 0.12 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP 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=151(LC 12) Max Uplift 3— 61(LC 12), 2=-183(LC 12) Max Grav 3=69(LC 17), 2=194(LC 1), 4=48(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:21:58 2021 Page 1 ID:6gDIOH2OVegl NO sxoNemzyuULB-wPrtGHMDgOeNPBm_g3ccoFOcQxhZcQkvHb5LUiz5jfN 2-10-15 Scale=1:12.6 2-10- DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-15 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=B.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is always required for stability and to prevent collapse, with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2265 CR BLK T24367703 2769035 C5 JACK -OPEN TRUSS 4 1 Job Reference (optional) lAuilders FirstSource (Plant City, FL), Plant City, FL - 33567, U.43D s Jun z zuzi mi I eK inoustnes, Inc. wea Jun i o rt:zt:aa cue i rage i ID:6gDIOH2OVeg1 NO sxoNemzyuULB-OcPFUdNrRhmEOLLAOn8rLSZffLsKLt_2W FrvO8z5jfM -1-4-0 4-10-15 1.4.0 4-10-15 Scale=1:17.6 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0:80 Vert(LL) 0.17 4-7 >333 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.16 4-7 >367 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight. 18lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=213(LC 12) Max Uplift 3=-144(LC 12), 2= 300(LC 12), 4=-80(LC 12) Max Grav 3=119(LC 17), 2=261(LC 1), 4=85(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 4-10-3 zone; porch left exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=144, 2=300. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to, the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cott 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must 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 Mi%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 trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Pi Truss Truss Type , Qty Ply 2265 CR BLK T24367704 2769035 .. . _. _ ._. _ D7 _._ _.. �.. �. Half Hip Truss __-�� 1 2. _ ,.._ICJ......:.... Job Reference (optional) 1.... \I11...J I.... iC ii on i9 onni Done i rgu iders rtrst5ource (mart City, FQ, Plant Chy, FL - aa567, o.vou S uu I L <vc rvII I �� I ,�U y ID:6gDIOH2OVegl Nki sxoNemzyuULB-_IFXQQYdB?XFiVPsDjO7vP81 I_dQdl U6kQEeWKz5jf8 r1-4-Q 7-0-0 14-1-12 21-1-12 28-1-12 35-1-12 42-3.8 1-4.0 7-0-0 7-1.12 7-0-0 7-0-0 7-0-0 7-1-12 Scale = 1:75.7 5x8 = 2x4 II 5x6 = 3x4 = 5x6 = 5x6 = 6.00 12 3 20 21 22 4 23 24 25 5 2627 28 29 6 30 31 32 33 7 34 35 36 8 16 37 38 15 14 39 40 41 1d 42 43 12 44 45 46 1u 47 48 49 ' 3x6 _ 2x4 11 3x6 — 3x4 = 4x4 = 3x10 = 2x4 = 48 = 5x6 WB= 7-0-0 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 NO BCDL 10.0 Code FBC20201TPl2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-5,5-7: 2x4 SP M 31 BOT CHORD 2x4 SP No.1 `Except* 2-15: 2x4 SP No.2 28-1 42-3.8 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.92 Vert(LL) 0.69 13 >734 240 MT20 244/190 BC 0.80 Vert(CT)-0.7911-13 >641 180 WB 0.77 Horz(CT) 0.17 9 n/a n/a Matrix -MS Weight: 430 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 *Except* 3-14,5-14,6-13,7-11,8-10: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=281(LC 8) Max Uplift 2= 1842(LC 8), 9=-1823(LC 5) Max Grav 2=2921(LC 1), 9=2924(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5B47/3518, 3-4=-8078/5031, 4-5= 8078/5031, 5-6=-8900/5518, 6-7=-78B2/4885, 7-8=4972/3083, 8-9=-2793/1874 BOT CHORD 2-16— 3232/5156, 14-16=-3233/5177, 13-14= 5537/8910, 11-13=-4885/7882, 10-11=-3153/5062 WEBS 3-16=-32/696, 3-14=-2053/3241, 4-14=-727/809, 5-14=-937/698, 5-13=-242/489, 6-13— 755/1143, 6-11=-1185/1041, 7-11=-1962/3176, 7-10=-2199/1709, 8-1 0=-3399/548 9 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -.1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearing at joint(s) 9 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=(b) :ontRla'tn m 0 m Joaquin Velei PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek3 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 property incorporate this design into the overall building design. Bracing Indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see . ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t , City Ply 2265 CR BLK T24367704 2769035 D7 Half Hip Truss 1 2 Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL - 33561, c.43u s uun z zuz i ivu r eK uruusures, uru. vv eu uurr r u ! Q <u<, Kayo ID:6gDIOH2OVegl NkisxoNemzyuULB-_IFXQQYdB?XFiVPsDjO7vP811_dQdi U6kQEeWKz5jf8 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 229 lb up at 7-0-0, 87 lb down and 164 lb up at P-0-12, 87 lb down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 lb down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 lb down and .164lb up at 23-0-12, 87 lb down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 lb down and 164 lb up at 37-0-12, and 87 lb down and 164 lb up at 39-0712, and 87 lb down and 164 lb up at 41-0-12 on top chord, and 326 lb down and 142 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12 , 65 lb down at 23-0-12, 65 lb down at 25-0-12, 65 lb down at 27-0-12, 65 lb down at 29-0-12, 65 lb down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 lb down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibilityof others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-8=-54, 9-17=-20 Concentrated Loads (lb) Vert: 3=-189(B) 5=-87(B) 15=-40(B) 16=-310(B) 13=-40(B) 7=-87(B) 10= 40(B) 12=-40(B) 20=-87(B) 21=-87(B) 22=-87(B) 23=-87(B) 24=-87(B) 25=-87(B) 26=-87(B) 28=-87(B) 29= 87(B) 30=-87(B) 32=-87(B) 33=-87(B) 34=-87(B) 35=-87(B) 36=-87(B) 37=40(B) 38=40(B) 39=-40(B) 40=40(B) 41=-40(B) 42=-40(B) 43=40(B) 44=-40(B) 45=40(B) 46- 40(B) 47=-40(B) 48=-40(B) 49=-40(B) A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 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 . ANSYTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , Qty Ply 2265 CR BLK T24367705 2769035 D9 Half Hip Truss 1 1 Job Reference (optional) @uilders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:14 2021 Page 1 ID:6gD IOH2OVeg1 Nkl sxoNemzyuULB-SUpwdmZFvlf6Kf_3mQvMSdhCeOxrM W?Gz4zC2nz5jf7 r1-4-0 6-3-6 9-0-0 17-4.12 25-7-12 33-10.12 42-3-8 1-4-0 6-3-6 2-8-10 8-4-12 8-3-0 8-3.0 8.4-12 6.00 F12 3x6 = 5x8 = 5x8 = 21 22 523 Scale=1:75.7 5x6 = 5xB = 5x6 = 24 6 25 7 26 8 co o_ v 15 14 13 12 11 1u e 3x4 = 4x6 = 4x4 = 17-4-12 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 [nor YES BCDL 10.0 Code FBC2020/TPI2014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 4-5,7-8: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 4-13,5-12,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=343(LC 12) Max Uplift 2=-979(LC 12), 9=-892(LC 12) Max Grav 2=1633(LC 1), 9=155B(LC 1) 3x10 = 3x6 = 5x6 = 42-3-8 8-3-0 3x4 = CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TC 0.88 Vert(LL) 0.5512-13 >920 240 MT20 244/190 BC 0.92 Vert(CT) -0.7012-13 >722 180 WB 0.62 HOrz(CT) 0.15 9 n/a n/a Matrix -AS Weight: 221 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 4-13, 5-12, 7-12, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2981/1792, 3-4=-2793/1713, 4-5=-3577/2201, 5-6=-3508/2087, 6-7=-3508/2087, 7-8=-2360/1394, 8-9=-1479/989 BOT CHORD 2-15=-1800/2624, 13-15=-1584/2480, 12-13=-2215/3591, 10-12=-1421/2395 WEBS 3-15=-286/326, 4-15=-145/437, 4-13=-703/1330, 5-13=-474/437, 6-12=-415/411, 7-12=-775/1277, 7-10=-1107/866, 8-1 0=- 1557/2639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 9-0-0, Exterior(2R) 9-0-0 to 14-7-14, Interior(1) 14-7-14 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSIfTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) .Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 2=979, 9=892. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez,PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse.with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type . Qty Ply 2265 CR BLK T24367706 2769035 D11 Hip.Truss 1 1 Job Reference (optional) guuoers t•irstsource Imam uty, t-L), t-iant oily, M - J;Jt)b/, 0.43U 5 Jun Z ZUZ I IVII I UK 111UU51HUS, Ills. VVUU ,IU11 10 1 GGG.0 14U4I r Yl I ID:6gDIOH2OVegl NO sxoNemzyuULB-K_W?uJ P5zJ0yGfVZW BAJQteyf8VIpZQLzZK051 z5jfK 4- 7- 7-5.9 it-0-0 19-3-4 27-4-12 35-8-0 42-3.8 1-4-0 B-3-4 8-1-8 8.3-4 6-7-8 5x8 = 5xB = 4 21 22 5 5x6 = 7x8 = 23 6 24 25 7 Scale=1:75.7 27 m o_ n N 15 13 12 " "" 10 9 3x6 3x4 = 4x6 3x4 = 4x8 = 3x8 = 2x4 = 4x6 = ifQeIIt] 42-3-8 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.96 BC 0.92 WB 0.90 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud 0.38 12-13 >999 240 -0.74 15-18 >681 180 0.13 9 n/a n/a PLATES. GRIP MT20 244/190 Weight: 225 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-12, 7-12 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=203(LC 12) Max Uplift 2=-991(LC 12), 9=-880(LC 12) Max Grav 2=1928(LC 17), 9=1800(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3385/1831, 3-4=-3130/1710, 4-5=-3449/1982, 5-6=-3114/1850, 6-7=-3116/1851, 7-8=-2111/1188, 8-9— 1699/1025 BOT CHORD 2-15=-1653/3107, 13-15=-1361/2830, 12-13=-1764/3504, 10-12=-928/1804 WEBS 3-15=-414/415, 4-15=-189/695, 4-13=-493/956, 5-13=-354/370, 5-12=-413/220, 6-12=-459/468, 7-12=-839/1652, 7-10=-379/401, 8-10=-920/1852 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 11-0-0, Extedor(2R) 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 35-8-0, Exterior(2R) 35-8-0 to 41-3-14, Interior(1) 41-3-14 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord jive load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ° 7) Bearing at joint(s) 9 considers parallel to. grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=99119=880. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cett 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 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 ANSUTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Jab Truss Truss Type , City Ply 2265 CR BLK T24367707 2769035 D13 Hip Truss 1 1 Job Reference (optional) l5uilders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun z zuzi MI I ex Industries, Inc. vied dun i o t 1;22;02 ZVZ t rdye r I D:6gDIOH2OVegl Nkl sxoNemzyuULB-oB4N6fPjkc8otp413vhYz5B9XYtZY?NVCD3ZdTz5jfJ T1-4-q 7-5-9 11-2-0 13-0-0 20-11-0 28-10-0 33-8-0 38-1-13 42-3-8 1-4-0 7-5-9 3-8-7 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 6.00 FIT 5x6 = 5x8 = 4x6 = 5x8 = 2x4 II 5 25 26 6 27 28 7 29 B 20 19 " 14 13 12 11 3x6 _ 5x6 = 2x4 11 2x4 11 5xB = 6x8 = 20-11-0 42-3-B Scale=1:78.7 m 0 m n o to N N LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 * BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TP12014 CSI. TC 0.89 BC 0.82 WB 0.98 Matrix -AS DEFL. in (loc) I/defl L/d Vert(LL) 0.56 16-17 >902 240 Vert(CT) -0.83 16-17 >605 180 Horz(CT) 0.33 11 n/a n/a PLATES GRIP MT20 244/190 Weight: 255 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 10-0-0 oc bracing: '17-19, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row. at midpt 9-11 17-20: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=243(LC 11) Max Uplift 2=-976(LC 12), 11=-866(LC 12) Max Grav 2=1651(LC 1), 11=1576(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3026/1782, 3-4=-4106/2520, 4-5=-4044/2553, 5-6= 3752/2378, 6-7=-3744/2370, 7-8=-3314/2146, 8-9=-1903/1256 BOT CHORD 2-20=-1614/2639, 16-17=-1787/3139, 15-16=-1883/3355, 7-15=-621/509; 11-12=-805/1302 WEBS 3-20— 1354/938, 17-20=-1812/3050, 3-17= 492/1053, 5-17=-700/1293, 5-16=-373/868, 6-16=-463/491, 7-16=-280/529, 12-15=-929/1777, 8-15=-1334/2296, 8-12=-959/592, 9-12=-164/539, 9-11=-1821/1183 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 13-0-0, Exterior(2R) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 33-8-0, Exterior(2R) 33-8-0 to 39-3-14, Interior(1) 39-3-14 to 42-0-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 2=976, 11=866. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANS11TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate, Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2265 CR BLK T24367708 2769035 D15 Hip Truss 1 1 Job Reference (optional) Puilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43u s dun z zuzi mi I eK industries, Inc. Wed Jun 16 1 1;22;uv eve 1 raye 1 ID:6gDIDH2OVegl NO sxoNemzyuULB-kZCBXLR_GEOW76D8BKjO2W GW_MX40vfogXYgiMz5jfH 11-4-q 7-5-9 11-2-0 15-0-0 23-0-0 28-10-0 31-8-0 36-9-13 42-3.8 r11 7-5-9 3-8-7 3-10-0 8.0-0 5-10-0 2-10-0 5-1-13 5-5-11 Scale = 1:78.7 5x6 = 6.00 12 27 5x6 = 2x4 11 6x8 = 28 6 29 30 7 31 8 21 20 3x4 = 14 13 12 -- - 11 3x6 _ 5x8 = 2x4 13x4 11 4x8 = 6x8 = 11-2-0 19-7-6 28-10-0 , 31-8.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.83 BC 0.95 WB 0.93 Matrix -AS DEFL. Vert(LL) Vert(CT) Horz(CT) in (loc) Udefl Ud -0.47 15-17 >999 240 -0.83 15-17 >611 180 0.34 11 n/a n/a PLATES GRIP MT20 244/190 Weight:.261 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.1 *Except* BOT CHORD Rigid ceiling directly applied. Except: 2-19: 2x4 SP No.2, 4-20,7-13: 2x4 SP No.3 6-0-0 oc bracing: 13-15 WEBS 2x4 SP No.3 *Except* 10-0-0 oc bracing: 18-20 18-21: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS 1 Row at midpt 6-15, 8-12, 9-11 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=284(LC 11) Max Uplift 2=-976(LC 12), 11= 866(LC 12) Max Grav 2=1970(LC 17), 11=1850(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3574/1783, 3-4=-4971/2544, 4-,5=-4994/2665, 5-6=-3534/1940, 6-7= 2975/1749; 7-8=-2946/1739, 8-9=-2227/1295, 9-10=-263/136 BOT CHORD 2-21=-1615/3324, 17-18=-1553/3382, 15-17— 1690/3541, 11-12=-894/1649 WEBS 3-21=-1636/937, 18-21=-1812/3832, 3-18=-533/1292, 5-18=-966/1999, 5-17=-80/578, 6-15=-697/417, 12-15=-999/2497, 8-15=-1221/2520, 8-12=-14767744, 9-12=-72/497, 9-11=-2043/1223 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C=C Extedor(2E) -1-4-0 to 2-8-0, Intedor(1) 2-8-0 to 15-0-0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 31-8-0, Exterior(2R) 31-8-0 to 37-3-14, Interior(1) 37-3-14 to 42-0-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. ` 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=976, 11=866. Joaquin Velez PE No.68182 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MiTek USA, Inc. FL Cart 66U sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSb7PI/ Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type r Qty Ply 2265 CR BLK T24367709 2769035 D17 Hip Truss 1 1 Job Reference (optional) punuers rustaource triant Lary, rLl, rrarn uny, rL - 00001, o.— —„ «— , ,.,,,.. ,,, -'- ID:6gDIOH2OVeg1 Nkl sxoNemzyuULB-hyKuyl SEoreEMQNW IImU7xMrM9B7UpT47rl nmEz5jfF 1-4- 5-3-8 7-7-8 11-2-4 17-0-0 23.4.0 29-8-0 35.6-4 42-3-8 4-0 5-3-8 2-4-0 3.6-12 5-9.12 6-4-0 6-4-0 5-10-4 6-9-4 Scale=1:81.0 6.00 12 5xB — 6 2x4 11 5x8 27728 29 8 t7 22 21 `" 14 13 12 11 3x6 — 6x8 = 2x4 11 2x4 11 4x12 = 3x8 = 5-3-8 7 7-8 17-0-0 23.4-0 29-8.0 _ 35.6-4 42-3-8 5-3-B 2-4-0 9-4-8 6-4-0 6-4-0 5-10-4 6-9-4 Plate Offsets (X Y)-- [5.0-2-12 0-3-0] [6:0-6-0 0-2-8] [8:0-3-12 0-1-81 [15:0-5-12 0-3-0] [19:0-5-0 0-5-0] [22:0-3-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.63 20 >799 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0:98 Vert(CT) -1.11 18-19 >457 180 BCLL 0.0 * Rep Stress Incr YES WB 0.91 Horz(CT) 0.42 11 n/a , n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS Weight: 268 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 10-0-0 oc bracing: 19-21, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at midpt 5-18, 6-16 5-19,19-22,3-19: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=325(LC 11) Max Uplift 2=-971(LC 12); 11=-862(LC 12) Max Grav 2=1982(LC 17), 11=1858(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3740/1826, 3-4=-7480/3635, 4-5=-7580/3676, 5-6=-3369/1828, 6-7=-2970/1780, 7-8=-2970/1779, 8-9=-2854/1615, 9-10=-2158/1162, 10-11=-1743/1014 BOT CHORD 2-22=-1689/3511, 18-19=-2192/4526, 16-18=-1328/3100, 15-16=-1113/2562, 8-15=-128/640 WEBS 5-19— 1392/3403, 5-18=-1692/1018, 6-18=-427/1219, 6-16=-167/294, 7-16=-374/389, 8-16=-369/728, 9-12=-1029l706, 10-12=-914/1840, 12-15=-951/1944, 9-15=-223/885, 3-22=-3026/1524, 19-22=-2156/4629, 3-19=-1555/3445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C;'Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 17-0-0, Exterior(2R) 17-0-0.to 22-7-14, Interior(1) 22-7-14 to 29-8-0, Exterior(2R) 29-8-0 to 35-6-4, Interior(1) 35-6-4 to 42-0-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. • 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. • 7) Bearing at joint(s) 11 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=971, 11=862. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 3.3610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 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 ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component. 6904 Parke East Blvd. Safety Information available from Truss Plate. lnstitute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR BLK T24367710 2769035 D19 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 zuzi MiTek eK Industries, Inc. Wed uun 16 1 1:zz:0r 2021 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-98uG9MTsZ9m5_ayjsSHjg8u7UZXBDHvEMVnKJhz5jfE 1-4- 4.0-0 6-8-0 12-3-12 19-0-0 27-8-0 2 -10 0 35-5-0 42-3-8 4-0 4-0-0 2-8-0 5-7-12 6-8-4 8.8-0 2- 6-7-0 6-10-8 Sx6 = 6.00 12 5x6 = 2x4 11 27 28 29 7 8 21 20 14 13 12 11 3x6 — 3x8 = 2x4 11 2x4 11 3x8 = 3x8 = 2-8.0 Plate 19-0-0 Scale=1:81.0 m 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL. 1.25 TC 0.43 Vert(LL) 0.48 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC . 0.99 Vert(CT) -0.64 15-16 >791 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.31 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 543 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. Except: 4-20,8-13: 2x4 SP No.3 10-0-0 oc bracing: 18-20, 13-15 WEBS 2x4 SP No.3 *Except* 7-16: 2x4 SP No.2, 10-11: 2x6 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=366(LC 11) Max Uplift 2— 973(LC 12). 11=-867(LC 12) Max Grav 2=1960(LC 17), 11=1825(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3739/1835, 3-4=-9439/4613, 4-5=-4492/2359, 5-6=-2981/1706, 6-7=-2626/1636, 7-8=-2673/1671,8-9=-2745/1598,9-10=-2127/1174,10-11=-1711/1019 BOT CHORD 2-21=-1717/3554, 20-21=-144/259, 4-18=-1363/3158, 17-18=-4232/8877, 16-17=-197214167, 15-16— 1030/2356 WEBS 3-21=-2723/1391, 4-17=-4804/2308, 5-17=-403/1163, 5-16=-1696/960, 6-16= 291/927, 7-16=-177/508, 7-15=-300/855, 12-15=-951/1973, 9-15=-175/780, 9-12=-948/680, 10-12=-910/1809, 3-18=-2380/5045, 18-21=-2041/4275 NOTES- 1) 2-ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9.0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 19-0-0, Exterior(2R) 19-0-0 to 24-7-14, Interior(1) 24-7-14 to.27-8-0, Exterior(2R) 27-8-0 to 33-3-14, Interior(1) 33-3-14 to 42-0-12 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 6) Provide adequate drainage to prevent water ponding. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 9) Bearing at joint(s) 11 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 Continued on oaae 2 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE. USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord only. Additional temporary and permanent bracing MiTek" prevent members 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 ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety. Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type , , Qty Ply 2265 CR BLK T24367710 2769035 D19 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33561, 8.436 5.,un a LUL 1 IVII I UN n IUU-11—, II— vYe u UUl I I I I.cc.w uuu ID:6gDIOH2OVeg1 Nkl sxoNemzyuULB-dLRfMiUUKSuybkXvQAoyCMRIEztNyk9Na9Wtr7z5jfD NOTES- 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=973, 11=867. 11) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. ` -Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Bracing 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 trusses and truss systems, see ANS11TPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safetylnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR ELK T24367711 2769035 D21 HIP TRUSS 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mi I eK Industnes, Inc. Wed Jun 1 ti 11:22:u9 2u21 rage 1 ID:6gDIOH2OVeg1 NkisxoNemzyuULB-5X?l a2V65mOpDt65_tJBIZzPeNFFhB5XppGRNzz5jfC 1-4- 6-3-0 13-7-8 21.0-0 25-8-0 28-10.0 35-5-0 42-3-8 4- 6-3.0 7-4-8 7-4-8 4-8-0 3-2-0 6-7-0 6-10.8 5x6 = 6.00 FIT 5x6 = 25 6 19 13 12 11 10 3x6 — 4x6 11 2x4 11 4x8 = 3x8 = 13-7-8 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 FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 3-19,7-12: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 9-10: 2x6 SP No.2 21-0-0 Scale=1:82.7 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.64 Vert(LL) -0.2414-15 >999 240 MT20 244/190 BC 0.88 Vert(CT) -0.4014-15 >999 180 W B 0.86 Horz(CT) 0.09 10 n/a n/a Matrix -AS Weight: 266 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 4-15, 6-15 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8' Max Horz 2=407(LC 11) Max Uplift 2=-330(LC 12), 19=-1050(LC 12), 10=-736(LC 12) Max Grav 2=272(LC 23), 19=1932(LC 17), 10=1595(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-346/434, 3-4=-2165/1233, 4-5=-1832/1168, 5-6=-1580/1159, 6-7=-2239/1471, 7-8=-2219/1290, 8-9=-1825/981, 9-10=-1482/872 BOT CHORD 18-1 9=-1 904/1024, 3-18=-1787/1065, 17-18=-1861291, 15-17=-941/2082, 14-15=-623/1612, 7-14=-314/397 WEBS 3-17=-761/1810, 4-15=-478/380, 5-15— 161/671, 6-14=-535/1007, 11-14=-779/1638, 8-14=-77/513, 8-11=-755/567, 9-11=-729/1523 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C=C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 21-0-0, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Intedor(1) 31-3-14 to 42-0-12 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL=10.Opsf. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=330, 19=1050, 10=736. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 © WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 ANS11TPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type Qty Ply 2265 CR BILK T24367712 2769035 E7 Jack -Open Truss 34 1 Job Reference o tional outwers rtrstoource triani any, rLI, riani L111y, rL - 0a001, -1-4-0 Old ID:6gDIOH2OVegl Nkl sxoNemzyuULB-whMlg6ZtgcnyxoZFK8Qb_gDMiol356yPBkjlbDz5jf6 7-0-0 7-0-0 7-0-0 Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.92 Vert(LL) 0.22 4-7 >376 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.21 4-7 >389 180 BCLL 0.0 Rep Stress Incr, YES WB 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-195(LC 12), 2=-217(LC 12) Max Grav 3=198(LC 17), 2=336(LC 1), 4=121(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDLm6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load 'of20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 3=195, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez.PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t " MY Ply 2265 CR BLK T24367713 2769035 E7V Jack -Open Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Weo Jun 16 11:22:1s 2uzi rage i ID:6gD IOH2OVegl Nki sxoNemzyuULB-Otwg2RaVRwvpZy8RurxgX2mW oBfvgZBZQOS17fz5jf5 1-4-0 3.8.4 7-0-0 r 1-4-0 3.8-4 3-3-12 LOADING (psf) SPACING- 2-0=0 CSI. DEFL. in floc) I/defl Ud TCLL 20.0 Plate Grip.DOL . 1.25 TC 0.97 Vert(LL) 0.29 4-7 >284 240 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) 0.23 4-7 >354 180 BCLL 0.0 Rep Stress In cr YES WB 0.00 Horz(CT) 0.03 3 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=278(LC 12) . Max Uplift 3=-176(LC 12), 2= 209(LC 12), 4=-18(LC 12) Max Grav 3=183(LC 17), 2=336(LC 1), 4=118(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:22.6 C9 T co CO O PLATES GRIP MT20 244/190 Weight: 27 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building. designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 3=176,2=209. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez.PE No.68182 MiTek USA, Inc. FL Cert 6634 6904:Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 6/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not '" a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing w� pA T IYI� lek° is always required for stability and to prevent collapse with possible personal injuryand property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of, trusses and truss systems, see I ANS117pll Quality Criteria, DSB-69 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type k . Qty Ply 2265 CR BLK T24367714 2769035 E7VA Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, ti.46u s dun Z ZUZ I Mi r eK mausines, ma. vvau dun r o r r :cc. r r cuc i rays i ID:6gDIOH2OVegl Nkl sxoNemzyuULB-s3U2Fnb8CD1 gB6jeSZS34FJglb7MZyQif2Csf5z5jf4 d-4-0 5.1.8 - 7-D-0 � 5-1-8 1-10-8 0 Cb 3x4 Scale =1:22.7 5-1.8 1-10-8 Plate Offsets (X Y)-- [2.0-1-13 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 7-10 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) -0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 29 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4"-Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-18(LC 17), 2=-209(LC 12), 5=-202(LC 12) Max Grav 4=9(LC 9), 2=336(LC 1.), 5=301(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/441 BOT CHORD 2-7=-698/494, 6-7=-627/433 WEBS 3-7=-260/266, 3-6=-599/867 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 2=209, 5=202. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 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 ANSUfPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i r Qty Ply 2265 CR BLK T24367715 2769035 E7VB Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant Ulty, FL - 33567, 6.43U s Jun 2 2uzi mi I eK InausineS, Inc. vvea Jun lb 7l:ee:I / ZUZ7 rage I I D:6gDIOH2OVegl Nki sxoNemzyuULB-s3U2Fnb8CD 1 gB6jeSZS34FJrTb8yZycif2Csf5z5jf4 1-4-0 3-1-8 7-0-0 1-4-0 3-1-8 3-10-8 0 6 3x4 3-1-8 7-0-0 3-1-8 3-10-8 Plate Offsets (X,Y)-- [2:0-1-13,0-0-8) Scale=1:22.6 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.33 Vert(LL) 0.04 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(CT) -0.04 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.31 Horz(CT) -0.02 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight:31 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-111(LC 12), 2=-209(LC 12), 5=-83(LC 12) Max Gram 4=104(LC 17),.2=336(LC 1), 5=179(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695/805 BOT CHORD 2-7=-1085/781, 6-7=-1001/702 WEBS 3-7=-271/292, 3-6=-728/1039 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=111, 2=209. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 lil USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 MOW 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 ANSI?PII Quality Criteria, DS13-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t City Ply 2265 CR BLK T24367716 2769035 E7VC JACK -OPEN TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:18 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-KG2CiT7cmzX9XoGlq?GzlcTrzY?STIOrruixPBYz5jf3 -1-4.0 2-1-8 7-0-0 1-4-0 2-1-8 4-10.8 m m 9 M 3x4 � 3.50 F12 2-1-8 7-0-0 2-1-8 4-10-8 Plate Offsets (X Y)-- [2:0-1-13 0-0-8) Scale=1:22.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.05 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Vert(CT) -0.08 6-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.37 Horz(CT) -0.03 5 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 32 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-141(LC 12), 2= 209(LC 12), 5=-52(LC 12) Max Grav 4=133(LC 17), 2=336(LC 1), 5=152(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-849/1023 BOT CHORD 2-7=-1325/938, 6-7=-1242/850 WEBS 3-7=-265/301, 3-6=-862/1259 NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 6-11-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Bearing at joint(s) 2 considers parallel to grain value using ANSlfrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (jt=lb) 4=14112=209. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date, June 16,2021 © WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must 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 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t . Qty Ply 2265 CR BLK T24367717 2769035 FGC Flat Truss 1 2 Job Reference (optional) 13Ullders Flrstsource (Plant City, FL), Plant City, FL - 33567, 8.430 s .tun z 2021 Ivn r ex Inuubules, uw. vveu Dull l6 1 1:42:I J LVL 1 rage ID:6gDIOH2OVegl Nkt sxoNemzyuULB-oScpgTdOkgHOQQtOZzUX9gOCZPig1 pk?6Mhzk_z5jf2 3.8-8 7-4-0 3-8-8 3.7.6 • Scale = 1:34.3 1 4 II 6.00112 44 m ST1.5x8 = o 4x6 — — 10 11 4 12 a e c 3x10 II 3x4 = 6 VERTICAL LEGS ARE NOT DESIGNED FOR LATERAL LOADS IMPOSED BY SUPPORTS (BEARINGS). 3-8-8 3-8-8 7-4-0 3-7-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.29 Vert(LL) -0.02 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.69 Vert(CT) -0.04 4-5 >999 180 BCLL 0.0 Rep Stress Incr NO WB OA6 Horz(CT) -0.02 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 *Except` BOT CHORD 1-6: 2x4 SP No.i REACTIONS. (size) 3=0-8-0, 6=0-3-8 Max Horz 3= 223(LC 8) Max Uplift 3=-491(LC 8), 6=-696(LC 8) Max Gram 3=1853(LC 1), 6=2192(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-2192/696, 2-3=-2849/715 BOT CHORD 4-5=-803/2532, 3-4=-803/2532 WEBS 2-5=-2882/914, 2-4=-559/2421 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this -truss component. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) . This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Gt=lb) 3=4911 6=696. 9) Hanger(s) or other connectiondevice(s) shall be provided sufficient to support concentrated load(s) 1175 lb down and 307 lb up at 1-4-12, and 1170 lb down and 305 lb up at 3-4-12, and 1169 lb down and 305 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Continued on Dade 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'Mll-7473 rev. 5/19/2020 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy 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 MOW 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 ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type :. Qty Ply 2265 CR BLK T24367717 2769035 FGC Flat Truss 1 2 Job Reference (optional) guilders FirslSource (Plant City, FL), Plant City, FL - 33567, 1:1.43u s dun z zuzi MI I eK Industries, Inc. vveu dun i o I I :ZZ: I v eu4 r rdye z ID:6gD10H2OVeg1 Nkl sxoNemzyuULB-oScpgTdOkgHOQQtOZzUX9gOCZPigl pk76Mhzk_z5)f2 LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-3=-54; 5-7=-20 Concentrated Loads (lb) Vert: 10=-1175(B) 11=-1170(B) 12=-1169(B) 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.�� Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?PII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type i 1 Qty Ply 2265 CR BLK T24367718 2769035 G Common Truss 8 1 Job Reference (optional) guilders FirstSource (Plant city, FL), Plant city, I-L - J6b6/, o.wv b gun c cUc i rvu 1 cn a iuumuea, I— ...,.,, ,., �..�. tee.. . ID:6gDIOH2OVeglNkisxoNemzyuULB-GeABupdOV8PF2aSC7hOmhuxKpo33m108LOQWGQz5jf1 1-4-0 5-9-4 11-0-0 16.2-12 22-0-0 23.4-0 1--4-0 5-9-4 5.2-12 5-2-12 5-9-4 Scale =1:40.0 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL I Plate Grip.DOL 1.25 TIC0.45 Vert(LL) 0.12 8 10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.20 8-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS PLATES GRIP MT20 244/190 Weight: 102 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2— 572(LC 12), 6=-572(LC 12) Max Grav 2=1015(LC 17), 6=1014(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1578/1062, 3-4=-1479/1072, 4-5=-1479/1072, 5-6=-1578/1062 BOT CHORD 2-10=-775/1554, 8-10= 378/977, 6-8=-800/1364 WEBS 4-8=-380/732, 5-8=-352/445, 4-10=-380/732, 3-10=-352/445 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Exterior(2R) 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 23-4-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=57216=572. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. m Ia Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek" 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 trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t F Qty Ply 2265 CR BLK T24367719 2769035 G1 Common Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:21 2021 Page 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-IrkZ59eeGSX6fj1 PhOX7E5TVXCPOVIDlagA3otz5jf0 1-4-0 5-9-4 11-0-0 16-2-12 21-8-0 1-4-0 5-9-4 5-2-12 5-2-12 5-5-4 a Scale=1:39.1 4x6 = 3x4 = 3x4 = 3x4 = 3x4 = 4x4 = 6 m Io LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2020/TPI2014 CSI. TC 0.45 BC 0.63 WB 0.33 Matrix -AS DEFL. in Vert(LL) -0.13 Vert(CT) -0.22 Horz(CT) -0.04 (loc) I/defl Ud 7-9 >999 240 7-9 >999 180 2 n/a n/a PLATES GRIP MT20 244/190 Weight: 99 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 2=0-8-0 Max Horz 6=244(LC 11) Max Uplift 6=-447(LC 12), 2= 570(LC 12) Max Grav 6=930(LC 18), 2=1005(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown: TOP CHORD 2-3=-1562/1068, 3-4=-1462/1077, 4-5=-1409/1059, 5-6=-1518/1049 BOT CHORD 2-9=-803/1349, 7-9=-378/957, 6-7=-752/1477 WEBS 4-7— 345/664, 5-7=-312/427, 4-9=-384/742, 3-9=-350/447 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 11-0-0, Extedor(2R). 11-0-0 to 15-0-0, Interior(1) 15-0-0 to 21-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=44712=570. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 ,,& WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfythe applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ti t 1 I Oty Ply 2265 CR BLK T24367720 2769035 GX Common Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s ,tun 2 2021 MI I eK Industries, Inc. vved Jun 1 e r1:zz:zz 202i rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-D1 IxIVfG1 IfzHtbbE62EnJOkncuCEFJRoKvdKJz5jf? -1-4-0 11-0-0 22-0-0 , 23-4-0 , 1-4-0 11-0-0 11-0-0 1-4-0 ' Scale=1:40.8 4x4 = 4x6 = 25 24 23 22 21 20 19 18 17 16 '�" — 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 15 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Vert(CT) -0.00 15 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Horz(CT) 0.01 14 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix-S LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 P OTHERS 2x4 SP No.3 REACTIONS. All bearings 22-0-0 PLATES GRIP MT20 244/190 Weight: 119 lb FT = 20 % 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. (lb) - Max Horz 2=240(LC 11) Max Uplift All uplift 100 lb or less at joint(s) except 2=-183(LC 12), 14=-183(LC 12), 22=-115(LC 12), 23=-116(LC 12), 24=-115(LC 12), 25=-109(LC 12), 19=-115(LC 12), 18=-116(LC 12), 17=-115(LC 12), 16=-109(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 14, 21, 22, 23, 24, 25, 19, 18, 17, 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 6-7=-96/267, 7-8=-122/365, 8-9=-122/365, 9-10=-88/268 WEBS 3-25=-157/272, 13-16=-160/274 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3E) -1-4=0 to 2-8-0, Exterior(2N) 2-8-0 to 11-0-0, Comer(3R) 11-0-0 to 15-0-0, Exterior(2N) 15-0-0 to 23-4-0 zone;C-C for members and forces & 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 ANSUTPI 1. 4) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) Gable studs spaced at 2-0-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) ' 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. 10) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if it does not corrode the plates. If ACO, CBA, or CA-B treated lumber is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 lb uplift at joint 2, 183 lb uplift at joint 14, 115 Ito uplift at joint 22, 116 lb uplift at joint 23, 115, lb uplift at joint 24, 109 lb uplift at joint 25, 115 lb uplift at joint 19, 116 lb uplift at joint 18, 115 lb uplift at joint 17 and 109 lb uplift at joint 16. 12) Beveled plate or shim required to provide full bearing surface with truss chord atjoint(s) 2. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" Is alwaysrequiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdcation, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type 1 t r + Qty Ply 2265 CR BLK T24367721 2769035 Hi E GABLE 1 1 Job Reference (optional) builders FirstSource (Plant City, FL), Plant city, FL - 33567, ts.43u s dun z zuz i mi i ek inuusmes, mu. vveu dw i i u 1 I.e4.4o GVL 1 raye i ID:6gDIOH2OVegl Nki sxoNemzyuULB-hDrJW rguo3ngvl AnopZTJWZleO4LzbRb1_fAtiz5jf_ -1-4-0 6-7-4 12-8.0 3-3- 17-0-4 21-4.0 22-8.0 1.4.0 6-7-4 6-0-12 -7- 3-9-0 4-3.12 1-4-0 &B = m �1 Scale=1:43.4 m la 0 0 0 N 4x8 = 3x4 = 13-7-8 6-7-4 12-8-0 13-3-0 _ 21-4-0 5-7-4' 6-0-12 -7- 7-8-8 0-4.8 Plate Offsets (X Y)-- [2.0-4-0 0-2-1] [8:0-3-12 0-2-11 [17:0-1-14 0-1-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES. GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.19 10-31 >495 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) 0.16 10-31 >566 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(CT) 0.03 10 n/a n/a BCDL 10.0 Code FBC2020/7PI2014 Matrix -AS Weight: 133 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.2 OTHERS 2x4 SP No.2 REACTIONS. (size) 2=0-3-8, 8=0-3-8, 10=0-3-8 Max Horz 2=234(LC 11) Max Uplift 2=-438(LC 12), 8=-51 O(LC 12), 10=-505(LC 12) Max Grav 2=538(LC 21), 8=332(LC 22), 10=897(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-636/594, 4-5=-151/282, 5-6=-38/343, 6-8=-250/749 BOT CHORD 2-14=-510/619, 13-14=-510/619, 8-10=-654/230 WEBS 4-14=0/287, 11-13=-229/367, 5-11= 10/400, 5-10=-818/81, 4-13=-696/602, 6-10=-332/720 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-8-0 zone; porch right exposed;C-C for members and forces & 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 ANSI/TPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 5) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 438 lb uplift at joint 2, 510 lb uplift at joint 8 and 505 lb uplift at joint 10. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidanceregarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type E t ' + City Ply 2265 CR BLK T24367722 2769035 H2 SPECIALTRUSS 2 1 Job Reference (optional) Uuilders FirstSource (Plant City, FL), Plant City, rL - 33b67, o.vju s gun a euz I IV[!! UK uluuSUIUS, IIIG. YYUu Jul I I o I I.G — LVG I ray. I ID:6gDIOH2OVegl Nk1sxoNemzyuULB-90PijAgXYNvhWBI_MX4isk5zJONii1 rkGeOkOBz5jez -1.4.0 6-7-4 12.8.0 13-3- 17-0-4 21.4-0 22-8-0 1-0-0 6-7-0 6-0-12 -7- 3-9.4 4-3-12 1-4-0 MMER 6.00 F12 m I� 0 3x4 = . 2x4 11 3x4 = 13.7-8 I 6-7-4 12-8-0 13-3-Q I 21-4-0 6-7-4 6-0-12 -7-0 7-8-8 ' Scale = 1:44.8 1C? N LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(LL) 0.28 8-18 >337 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) 0.24 8-18 >387 180 BCLL 0.0 Rep Stress Incr YES WB 0.60 Horz(CT) 0.02 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 108 Ito FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 6=0-3-8, 8=0-3-8 Max Horz 2=247(LC 11) Max Uplift 2=-437(LC 12), 6=-518(LC 12), 8=-492(LC 12) Max Grav 2=538(LC 21), 6=331(LC 22), 8=901(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp./Maio. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-621/595, 3-4=-159/320, 4-5=-47/430, 5-6=-250/726 BOT CHORD 2-12=-483/584, 11-12= 485/580, 6-8=-588/211 WEBS 3-12=0/296, 9-11=-246/382, 4-9=0/454, 4-8=-826/5, 3-11=-665/581, 5-8=-303/618 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 12-8-0, Exterior(2R) 12-8-0 to 16-8-0, Interior(1) 16-8-0 to 22-8-0 zone; porch right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 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 437 lb uplift at joint 2, 518 lb uplift at joint 6 and 492 lb uplift at joint 8. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldod, MD 20601 Tampa, FL 36610 Job Truss Truss Type - t < J. 1 Qty Ply 2265 CR BLK T24367723 2769035 H3 MONOPITCH TRUSS 3 1 Job Reference (optional) louilders FirstSource (Plant City, FL), Plant City, FL - 33557, ti.43u s dun z zuzl mi r eK mausmes, inc. vveu dun io I t;ee;4o ev4 r rayu r ID:6gDIOH2OVeglNkisxoNemzyuULB-dcz4xWh9Jg1YBLKAwEbxOxeDippLRaatVIBHwez5jey -1-4.0 4-11-11 7-3-1 1-4-0 4-11-11 2-3-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL . 1.25 TC 0.36 Vert(LL) 0.35 5-8 >246 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.31 5-8 >278 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 HOrz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP M 31 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS.. (size) 2=0-3-8, 5=0-3-8 Max Horz 2=284(LC 12) Max Uplift 2=-373(LC 12), 5=-346(LC 12) Max Grav 2=343(LC 1), 5=258(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 2-5=-532/189 WEBS 3-5=-294/827 Scale: 1/2"=1' PLATES GRIP MT20 244/190 Weight: 36 lb FT = 20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-16; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-4-0 to 2-8-0, Interior(1) 2-8-0 to 7-1-12 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 373 lb uplift at joint 2 and 346 lb uplift at joint 5. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 66U 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t C Qty Ply 2265 CR BLK T24367724 2769035 H4E SPECIAL TRUSS 1 1 Job Reference o tional ULiloers FirslSource (Plant Gity, FL), Plant Gtty, FL - 33bbl, ti.4Ju s Jun 2 VUel Mt I eR mausines, inc. vveu .lun to t rZZ:zo eue i rage i ID:6gDIOH2OVegl NOsxoNemzyuULB-5oXSBsin4_APmVvMTx7Ax9BKiD94A3tliytgT4z5jex 1-4-0 4-0-0 8-0-0 94 -0 1-4-0 4-0-0 4-0.0 1.4.0 Scale=1:19.7 4x4 = v � 5 1 15 6 2x4 11 16 3x4 = 3x4 = 4-0-0 8-0.0 4-0-0 4-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.06 6-9 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.45 Vert(CT) 0.06 6-9 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) -0.01 4 n/a n/a BCDL 10.0 Code FBC2020rrP12014 Matrix -AS Weight: 33 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-3-8, 4=0-3-8 Max Horz 2=11O(LC 11) Max Uplift 2=-452(LC 12), 4= 452(LC 12) Max Grav 2=36B(LC 1), 4=368(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 371/1301, 3-4=-371/1301 BOT CHORD 2-6=-918/291, 4=6=-918/291 WEBS 3-6=-732/179 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -14-0 to 2-8-0, Interior(1) 2-8-0 to 4-0-0, Exterior(2R) 4-0-0 to 8-0-0, Interior(1) 8-0-0 to 9-4-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 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 452 lb uplift at joint 2 and 452 lb uplift at joint 4. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 ANSI/TPl1 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type t U ' Oty Ply 2265 CR BLK T24367725 2769035 PB Piggyback Truss 5 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 " BCDL 10.0 2-4-0 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:27 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-Z?5gmgPrIIFNeUZ1fePUMjdndavvXwAycdO?Wz5jew 4-8-0 2-4-0 3x4 = Scale = 1:9.0 4-8-0 [3:0-2-0 Edge) SPACING- 2-0-0 CSI. Plate Grip DOL 1.25 TIC 0.09 Lumber DOL 1.25 BC 0.09 Rep Stress Incr YES WB 0.00 Code FBC2020/TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. All bearings 4-8-0. (lb) - Max Horz 1=41(LC 11) Max Uplift All uplift 100 lb or less at joint(s)1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 2x4 = DEFL. in ' (loc) I/defl Ud Vert(LL) n/a n/a 999 Vert(CT) n/a n/a 999 Horz(CT) 0.00 5 n/a n/a PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or4-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW 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 trusses and truss systems, see ANSI?P11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Salety.lnlormation available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type h It. 9 Oty Ply 2265 CR BLK ' T24367726 2769035 PB1 Piggyback Truss 2 1 Job Reference (optional) guilders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:28 2021 Page 1 ID:6gDIOH2OVeg1 Nki sxoNemzyuULB-1 BfCN1 cbQ64o31bM9eOaGoil w8e_AKBGMxXzz5jev 2-0.0 2-8-0 4-8-0 2-0-0 0-8-0 2-0-0 4x4 II 2x4 = 2x4 = Scale =1:9.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 11 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4-8-0. (Ib) - Max Horz 1=37(LC 11) Max Uplift All uplift 100 lb or less at joint(s) 1, 2, 4 Max Grav All reactions 250 lb or less at joint(s) 1, 5, 2, 4 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek` prevent is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11Tpll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type (`"" 4 Qty Ply 2265 CR BLK T24367727 2769035 R7 JACK -OPEN TRUSS 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Wed Jun 16 11:22:29 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-WNDbnukfNvYzdyex94gtZnoIVR95NFgTPw6U3Pz5jeu -1-10-10 3-0-0 9-10-1 1-10-10 3-0-0 6-10-1 Scale=1:23.4 axa NAILED NAILED NAILED S 9-10-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TIC 0.97 Vert(LL) -0.26 5-8 >448 240 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) -0.51 5-8 >231 180 BCLL 0.0 Rep Stress Incr NO WB 0.82 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP M 31 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=277(LC 8) Max Uplift 4= 222(LC 8), 2=-269(LC 8), 5=-34(LC 9) Max Grav 4=195(LC 1), 2=443(LC 1), 5=304(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-866/509 BOT CHORD 2-5=-588/859 WEBS 3-5=-871/596 PLATES GRIP MT20 244/190 Weight: 43 lb FT = 20% Structural wood sheathing directly applied or 2-0-2 oc purlins. Rigid ceiling directly applied or 9-8-1 oc bracing. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=45ft; L=40ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) 4=222, 2=269. 7) "NAILED" indicates 3-1 Od (0.148"x3") or 2-12d (0.148"x3.25") toe -nails per NDS guidlines. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ` LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-6=-20 Concentrated Loads (lb) Vert: 9=49(F=25, B=25) 10=32(F=16, B=16) 11=-103(F=51, B=-51)12=23(F=12, B=12) 13=-10(F=-5, B=-5) 14=-50(F=-25, B=-25) Joaquin Velez.PE No.66192 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 16,2021 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �� a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" prevent is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSBTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate. Institute,.2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL36610 Symbols PLATE LOCATION AND ORIENTATION 13/; Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. For 4 x 2 orientation, locate plates 0- 1/16' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20/20 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 I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling,. . Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1.. 2 3 TOP CHORDS c1-2 c2.3 p Zh4 O �J,' O _ 0 O1 c7-e c6a c5= 00 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 NUMBERS/LETTERS. 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. ® 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 BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. Lumber design values are in accordance with ANSI/ PI 1 14. Bottom chords require lateral bracing at h r spacing, 9 or less, if no ceiling is installed, unless otherwise noted. section 6.3 These truss designs rely on lumber values established by others. 15. Connections not shown are the responsibility of others. © 2012 MiTek@ All Rights Reserved 10 MiTek® MiTek Engineering Reference Sheet: Mll-7473 rev. 5/19/2020 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 than those expressly stated.