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HomeMy WebLinkAboutTrussJ• S 258 Southhall Lane, Suite 200 Maitland, Florida 32751 A c. IrF D 81 R (321) 972-0491 1 F: (407) 880-23041 E: info@fdseng.com We -site: www.fdseng.com ENGINEERING ASSOCIATES July 28, 2021 Building Department Ref: Adams Homes Lot: Lot 18 Blk. 3 Subdivision: Fort Pierce - Waterstone Address: 8328 Almalfi Cir. Model: 2265 CR LHG 3CF KA # 21-6776 Truss Company: Builders First Source Date of drawings: 7/22/21 Job No.: 2819575 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, We have reviewed the truss design package for the project referenced 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 comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is 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. Sin,111161t!!1/1/ll�j Vt r s : O . • m d � e • a �02. 7/28/2021 7/28/2021 o Scott Lewkowski, P.E. Luis Pablo Torres, P.E. 561 ! �,Q' FL. #78750 FL. # 87864 ��°ifj�/11Jrllltll'�11,�,t�b DS Engineering Associates, A TSG Company "Your Building Code Experts" CD_OR_OG „ „0-00 . EMENIM ME M �1 'I POP rowas ON ■'® 00 ■1® 1 III law ��■■r1., I r r, m Noma � L 11 III 11WIT, A 1I • I• II �1 -3 ,5 0 CONNECTORS SCHEDULE ROOF TRUSS OT ID MODEL —' ROOF UPLIFT SYM .0 'A* LUS24 / JUS24 895 / 835- 490 /510 ILA' 7 A HTU26/-TH626' . 3600 / 3470 1555 / 2330 ILA 0 _. B HTU28 /. THD28 4680 / 6040 2140 / 2330 ALB C HTU26.2 / THD26-2 3600 / 3355 2175 / 2340 1 Lc 0,j D1 HTU28-2 / THD28-2 468'0 16006 3485 / 2595 1Ip 0'. , E :HGUS26-2 / THDH26-2 5320 16245 2155 / 2340 I le 0. F , HGUS28-2 /'THDH28-2 7460 / 8026 3235 / 3330 1IF 0=- G < HGUS26-3 fTHbH263 5230 / 5245 2155 / 2340 1 0 K HGUSM3 / THDH283 7460 / 7835 3235 / 4370 1 w 0 J ` "THJA26 / HJC26 9100 / 8990 4095 / 4370 1. w 28- 3 X 8 NOP . •1 p - 1 il C, o i 1 ❑ Reviewed and Approved ❑ Revise and Resubmit 0E-nwwedWith xotations ❑ Not Rewewed(seeeapianatiou). Coaations or comments made an equipment situ ttals or shop drawings durmg this teview do not relieve contractor Sam compliance with requirements of the drawings and spacifitat am This rbixt- is only for review of general confamance with the concept of the project and gencral compliance vrith the info>matian given in the cmbact don>m . lLe conractor is G responn"ble thr confirming and coaelatmg all quantities andd®mcDns: selxtivg fabrication oprocesses and techniques of constructim coonhnativg his work with that of a0 other made; and o pt�orminghis work inaSalk and satisf manner Y, FDSENGINEE GASSOCIATES Date: 07OW021 By: BH �� SubmittalNo._ ProjectNo.: 21-M6 Project Eng.: Carl Brown ProjectName: Adams Hamel -Fort Pierce -W2terstoreLot 18ph3 VERIFY ALL DIMENSIONS AND CEILING CONDITIONS MIOR TO APPROVAL SOME CFILWG FRAMING REQUIRED N FIELD BY BUILDER MAIN WMD FORCE RESISTING 5YS7E3VC4 HYBRID MD ASCET-16 IMPORTANT ENCLOSED EXPOSURE CATEGORY OCCUPANCYCATB30RYA This Drawing Must Be Approved And WIND LOAD 0 MH FACTOR 1A0 C WWDLOAD1616P Returned Before Fabrication Will iRUss69 HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD 4VE LOAD Begin. For Your Protection Check All NONCORCURREW WITH ANY OTHER LNE LOADS Dimensions And Conditions Prior To Approval Of SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TCLL 20 PSF TCLL 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF BCDL• 10 PSF BCDL• 6 PSF By Date TOTAL: 37 PSF TOTAL 65 PSF DURATION: 1.26 DURATION: 1.00 CAUTIONM - DO NOT ATTEMPT TO"'ERECT' TRUSSES' WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE' IN, PLACE PRIOR TO LOADING TRUSSES. (ie. 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 Wdhin'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 Roof Diaphragm Connections. ROOF PITCH: 6112 , CEILING PITCH: 3112 TOP CHORD SIZE: 2 X 4 BOTTOM CHORD SIZE 2 X 4 OVERHANG LENGTH: IV' END CUT: Plumb CANTILEVER: — - TRUSS SPACING: 24" BUILDING CODE: FBC2020 BEARING HEIGHT SCHEDULE Hatch Legend =8'-0" bearing 10'-0" bearing BUILDER: Adams Homes PRDJEcr: ng a Family BLOCK 160 MODEL 2265 C OR CR 3CAR ADDRESS: 8328 AMALFI CIR LOT I BLOCK: 1 18 PH3 SUBDIVISION: I WATERSTONE CITY: FT PIERCE DRAWN BY: KSANCREZ JOB r : 2819675 DATE 07/20I2021 SCALE: INTS PLAN DATE; 1 2021 REVISIONS: 1. 2. 3. 4 4408 Airport Road Plant City, FL 33663 Ph. (813) 3054300 Fax (813)305.1301 Lumber design valt.% 'a4e in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® ,,1RE: 2819575 - 2265 CR 3CAR BLK 160 MiTek USA, Inc. Site Information: Tel�p�2653 H866904 ParkeEastBlvd11.�� Customer Info: Adams Homes Port St Lucie Project Name: 2265 CR 3CAR ModAR Lot/Block: 18 Subdivision: Waterstone-8328 Amalfi Cir Address: 8328 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 48 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date . No. Seal# Truss Name Date 1 T24774086 A01 7/22/21 23 T24774108. E7 7/22/21 2 T24774087 A02 7/22/21 24 T24774109 E7G 7/22/21 3 T24774088 A04 7/22/21 25 T24774110 E7S 7/22/21 4 T24774089 B7C 7/22/21 26 .. T24774111 EN 7/22/21 5 T24774090 B9C 7/22/21 27 T24774112 EM 7/22/21 6 T24774091 B11 C 7/22/21 28 T24774113 E7V2 7/22/21. 7 T24774092 B13C 7/22/21 29 T24774114 E7V3 7/22/21 8 T24774093 B15 7/22/21 30 T24774115 E22 7/22/21 9 T24774094 B17 7/22/21 31 T24774116 G1 7/22/21 10 T24774095 B19 7/22/21 32 T24774117 G7 7/22/21 11 T24774096 B21 7/22/21 33 T24774118 G9 7/22/21 12 T24774097 C 1 7/22/21 34 T24774119 G 11 7/22/21 13 T24774098 C3 7/22/21 35 T24774120 G13 7/22/21 14 T24774099 C5 7/22/21 36 T24774121 G15 7/22/21 15. T24774100 D7 7/22/21 37 T24774122 G17 7/22/21 16 T24774101 D9 7/22/21 38 T24774123 G19 7/22/21 17 T24774102 D11 7/22/21 39 T24774124 GX 7/22/21 18 T24774103 D13 7/22/21 40 T24774125 M 7/22/21 19 T24774104 D15 7/22/21 41 T24774126 M01 7/22/21 20 T24774105 D17 7/22/21 42 T24774127 MG 7/22/21 21 T24774106 D19 7/22/21 43 T24774128 MX 7/22/21 22 T24774107 D21 7/22/21 44 T24774129 MX1 7/22/21 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2023. It IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is forMiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. ♦,,��OPQUIN• VFW ♦ .' GENS • 0 8182 .� :� :?3STATE OF 44/ •'_�� i� ss,O N A' \A �. 1111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 Velez, Joaquin 1 of 2 RE: 2819575 - 2265 CR 3CAR BLK 160 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2265 CR 3CAR Model: 2265 CR 3CAR Lot/Block: 18 Subdivision: Waterstone-8328 Amalfi Cir Address: 8328 Amalfi Cir, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T24774130 PB 7/22/21 46 T24774131 PB1 7/22/21 47 T24774132 R2 7/22/21 48 T24774133 R7 7/22/21 4 2of2 Job Truss Truss Type Qty Ply 2265 CR 3CAR BLK 160 A } T24774086 2819575 A01 PIGGYBACK BASE TRUSS 5 1 Job Reference (optional) Builders Firstsource (Plant Gity, FL), Plant Glty, FL - 33567, 8.43U s Jun 2 2U21 MI I eK Industries, Inc. Thu Jul 22 09:08:39 2021 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-QM7Ch?G8ZbyfYY51 AIJFlv?_i?hAZ4bWycGXTSyvZ8M t1-4-Q 5-4-0 8-11-0 15-1-6 21-0-0' 25-8-0 31-1-13 36-2-11 42-7-8 0-Q 4- 5-4-0 3-7-0 6-2-6 5-10-10 4-8.0 5-5-13 5-0-13 6-4-13 1-4-8 ' Scale=1:82.3 5x6 = 5x6 = +I 6.00 12 6 28 7 4x6 -;r- 3x4 527 8 5x6 i 5x6 9 m 0 4 ST1.5x8 STP= o 3x4 29 3 ST1.5x8 STP= n 10 26 11 Iv 17 C5 o c1 1 2 4x8 = 31 32 16 33 15 34 14 35 36 1312 3x8 = 0 30 3x4 = 3x6 = 3x4 = 3x6 = 19 18 46 = 3x6 = 2x4 11 6x8 = 5-4-0 8-8.0 8= -0 17-4-8 25.8-0 33-7-0 42-7-8 5-4-0 3-4-0 0- -0 8-5-8 8-3-8 7-11-0 9-0.8 Plate Offsets (X Y)-- [4:0-3-0,0-3-0][6:0-3-0,0-2-0],[7:0-3-0,0-2-0],[9i0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) -0.19 14-16 >999 240 MT20 244/1.90 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.34 12-25 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 HOrz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC202OTrP12014 Matrix -AS Weight: 241 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. 4-18: 2x4 SP No.3 WEBS 1 Row at midpt 5-17, 6-16 WEBS 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=-511(LC 12), 18=-1044(LC 12), 10=-830(LC 12) Max Grav 2=374(LC 21), 18=1948(LC 17), 10=1596(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-372/781, 3-4=-304/405, 4-5=-259/332, 5-6=-1603/1126, 6-7=-1513/1094, 7.8=-1718/1121, 8-9=-2557/1398, 9-10=-2744/1458 BOT CHORD 2-19— 677/252, 18-19= 677/252, 17-18=-17601785, 4-17=-340/327, 16-17=-568/1446, 14-16=-436/1396, 12-14=-864/1908, 10-12= 1155/2397 WEBS 3-18=-401/879, 5-17— 19061793, 5-16=0/299, 6-16=-126/263, 6-14=-132/449, 7-14= 213/498, 8-14=-770/529, 8-12=-182/665, 9-12=-362/347, 3-19=-545/214 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, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-1-13, Interior(1) 31-1-13 to 44-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOLml.60 plate grip DOL=1.60 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific io 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 dill 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=511, 18=1044, 10=830. 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. o% QU I N V p' GENS •;'.:i No 68182 S F �/� ice•• �� S` 0 N AX- E'ko ��Js11.f111ra10 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 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 ANSLITPll 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 3CAR BLK 160 T24774087 2819575 A02 PIGGYBACK BASE TRUSS 1 1 Job Reference o tional Builders Firstbource (plant Gtty, FL), I'lant lacy, f-L - 33b6/, t5.43u s Jun Z ZUZ t RM I eK Inuuslnes, Inc. 1 nu Jui 4e uu;uOL41 cuc r r 0.2 ID:6gD10H2OVeg1 NklsxoNem 25-e-0 i 31-1-1@ 155 Scale = 1:79.8 5x6 = 5x6 = ` 19 4x6 = 3xB 11 3x6 5- 6x8 = 8-11-0 6-11-0 7 0 17-4-8 25-8-0 33-7-0 i _ 42-38 42rd-8 6-11-0 0- -0 8-5-8 8-3-8 7-11-0 8-8-9 0140 1-9-0 Plate Offsets (X Y)-- [2:0-2-9 0-1-8] [4:0-2-0 0-3-4] [7:0-3-0 0-2-0] [8:0-3-0 0-2-0] [10:0-3-0 0-3-0] [11:0-0-8 Edge] 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) 0.24 19-22 >349 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) -0.52 17-18 >817 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.10 11 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 237 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except" BOT CHORD Rigid ceiling directly applied. 5-19: 2x4 SP No.3, 16-18: 2x4 SP No.1 WEBS 1 Row at midpt 6-18, 7-15 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 19=0-3-0, 11=0-3-8 Max Horz 2=419(LC 11) Max Uplift 2=-441(LC 12), 19=-995(LC 12), 11=-874(LC 12) Max Grav 2=327(LC 23), 19=1949(LC 17), 11=1681(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 336/437, 3-5=-278/430, 5-6=-459/643, 6-7=-1938/1312, 7-8=-1617/1168, 8-9=-1836/1205, 9-10= 2578/1429, 10-11=-2745/1476 BOT CHORD 2-19=-409/150, 18-19=-1786/734, 5-18=-488/426, 17-18=-796/1889, 15-17=-535/1607, 13-15=-920/1978, 11-13=-1153/2370 WEBS 3-19=-197/347, 6-18=-1920/637, 6-17— 178/420, 7-17=-286/582, 7-15— 110/342, 8-15=-248/575, 9-15=-723/504, 9-13=-122/557, 10-13=-275/291 11111111111//ll', NOTES- ,�OPp,UIN VE, ,.4 1) Unbalanced roof live loads have been considered for this design. ,♦♦ , •�Cr F N S •• Z 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. ♦ V 41 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, Extedor(2E) 21-0-0 to 25-8-0, Extedor(2R) 25-8-0 to 31-1-13, Interior(1) 31-1-13 to 44-0-0 zone; porch left exposed;C-C for members and forces • N O 68182 & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Ouilding Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific = to the use of this truss component. -10 ! LL 4) Provide adequate drainage to prevent water ponding. i -:0 S OF 411 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live,loads. Q • �(/ 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 �� T •'.'c� Q;.' \_♦,♦ will fit between the bottom chord and any other members, with BCDL = 1O.Opsf. �i�F (1 0 R � G �♦ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) ......... • • • • 2=441, 19=995, 11=874. -#I� ' 0 N A, ��AN 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 Cert6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 22,2021 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 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 3CAR ELK 160 r T24774088 2819575 A04 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.4JD s Jun e'LUe1 IVII I eK Inauslnes, Inc. I nu Jul ze ue:um4e eue I rage I ID:6gDIOH2OVegl Nki sxoNemzyuULB-rxpLJOlorW LEPOgbrttywYdPlCjFmSCyeaVB4nyvZBJ T1-4-q 6-3-0 13-7-8 21-0-0 25-8-0 28-1%0 34-11-0 42-3-8 �4-0 6-3-0 7-4-8 7-4.8 4-8-0 3-2-0 6-1-0 7-4-8 5x6 = 6.00 12 5x6 — 5 25 6 3x6 = 4x6 11 Scale = 1:79.4 2x4 11 4x8 = 4x6 11 6-0.0 6- -0 13-7-8 21-0-0 27-10-0 2 -10 0 34-11-0 42-3-8 0 0- -0 7-4.8 7-4-8 6.10.0 -0- 6.1-0 7-4-8 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-4-0,0-3-0], [4:0-4-0,0-3-0], [5:0-3-8,0-2-4], [6:0-3-0,0-2-0], [8:0-3-0,0-3-4], [9:Edge,0-1-12], [10:Edge,0-3-8], [14:0-2-12,0-3-0], 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) -0.24 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.41 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020lfP12014 Matrix -AS Weight: 265lb FT=20% 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 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=408(LC 11) Max Uplift 2=-331(LC 12), 19=-1051(LC 12), 10= 738(LC 12) Max Grav 2=271(LC 23), 19=1936(LC 17), 10=1599(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-347/435, 3-4=-2170/1237, 4-5=-1839/1171, 5-6=-1585/1163, 6-7=-2244/1467, 7-8=-2229/1302, 8-9=-1872/1003, 9-1 0=-1 475/876 BOT CHORD 18-19=-1908/1024, 3-18=-1791/1065, 17-18=-185/290, 15-17— 942/2087, 14-15=-626/1620, 7-14=-276/355 WEBS 3-17=-763/1817, 4-15=-477/380, 5-15=-164/575, 6-14=-525/1004, 11-14=-790/1700, 8-14=-59/499, 8-11=-764/574, 9-11=-733/1537 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 21-0-0, Extefior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 42-1-12 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 ilo 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 giill 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=331,19=1051,10=738. 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. I N `�� ,O . • C E N S �� ��i� No 68182 -0 . • Ir Z S OF 441 Z OR IV N N Al-��C? '/.1111101 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 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 ANS11TP/t 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 City Ply 2265 CR 3CAR BLK 160 T24774089 2819575 87C HALF HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. I hu Jul 22 09:08:51 ZU21 Vage.I I D:6gDIOH2OVegl Nkl sxoNemzyuULB-4grkC5PgkHTy_OOKtGX3nRVyxgo1 NYIHiTA9vmyvZBA r1-4-0 3-9-4 7-0-0 13-5-6 19-10-12 26-4-2 33-1-4 39.3-8 46.8-0 i 1-4-0 3-9-4 3-2-12 6-5-6 6.5.6 7-5-2 5-6-4 7-4-8 6.00 F12 5x6 = 3x8 = 5x6 = 3x10 = 5x6 = 4x6 = 4 24 5 6 25 26 7 827 9 0 20 19 18 17 16 15 14 11 4x6 3x8 = 5x8 W8= 3x10 = 2x4 II 6x8 = 3.50 12 = ST1.5x8 STP= 2x4 11 3x8 3x4 11 33-9-4 7-0-0 13-5-6 i 1%10-12 26-4-2 i 32-9-8 3$-8-15 39-3-8 46-8-0 7-0-0 6-5-6 ES-6 6-5-6 -11• 5-6-0 7-4-8 Scale=1:86.4 Plate Offsets (X 1)-- [4:0-3-0 0-2-0] [6:0-3-0 0-3-0] [8:0-2-8 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.45 17-18 >905 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.48 17-18 >843 180 BCLL 0:0 Rep Stress Incr NO WB 0.76 Horz(CT) 0.13 14 n/a n/a BCDL 10.0 Code FBC2020/fP12014 Matrix -MS Weight: 485 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.3 WEBS REACTIONS. (size) 11=0-8-0, 2=0-8-0, 14=0-3-0 Max Horz 2=281(LC 8) Max Uplift 11=-616(LC 5), 2=-1771(LC 8), 14=-2696(LC 8) Max Gram 11=1005(LC 14), 2=3010(LC 13), 14=4426(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-6063/3422, 3-4=-5944/3370; 4-5=-5415/3124, 5-6=-7042/4166, 6-7=-7042/4166, 7-8=-218/289, 8-9— 664/850, 9-1 0=-1 957/1216, 10-11=-876/712 BOT CHORD 2-20=-3184/5407, 18-20=-4319/7307, 17-18=-4319/7307, 15-17=-2799/4773, 14-15=-2799/4773, 13-14=-1824/1307, 8-13=-893/840, 12-13=-1261/1977 WEBS 4-20=-995/2114, 5-20=-2233/1372, 5-18=0/400, 5-17=-303/182, 6-17— 853/826, 7-17=-1562/2591, 7-15=0/466, 7-14=-5633/3357, 9-13=-2915/1925, 9-12=-185/464, 10-12=-1184/1898 Structural wood sheathing directly applied or 4-3-1 cc puffins, except end verticals. Rigid ceiling directly applied or 6-0-0 cc bracing. 1 Row at midpt 7-14 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 cc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Webs connected as follows: 2x4 - 1 row at 0-9-0 cc. 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)+Jnbalanced 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. 11; 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 * 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 jive 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) 11 considers parallel to grain value using ANSI/TPI 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=lb) 11=616, 2=1771, 14=2696. 11) Girder carries hip end with 0-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. Continued on Daae 2 `,�1111111/III�I ��••� PQV I N �F< ''•. E NNV *00 No 68182 ;c.Z S OF • 44/ 1111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Geri 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 ANSIITPII Duality 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 Ty Ply 2265 CR 3CAR BLK 160 T24774089 2819575 B7C HALF HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 ZU2l MI I eK IncusineS, Inc. I nu Jut ze Ut rumo 1 zuz t rage e ID:6gD10H2OVeg1 Nkl sxoNemzyuULB-4grkC5PgkHTy_OOKtGX3nRVyxgol NYHiTA9vmyvZ8A NOTES- 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 770-0 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 Uniform Loads (plf) Vert: 1-4- 54, 4-10— 112(F=58), 20-21=-20, 14-20— 42(F=-22), 12-13=-42(F=-22), 11-12=42(F=-22) Concentrated Loads (lb) Vert: 20=-475(F) A WARNING - Verify 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 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 ANSUTP11 Quality Criteria, DSB-89 and BCSI 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 3CAR BLK 160 T24774090 2819575 B9C Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:52 2021 Page.1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-YsP7QRQIVbbpcYbW R_21Kf29BE9W6ztQx7wjRCyvZ89 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. .4 4-2-12 8-3-1 8-3-1 7-3-6 6-4-3 7-6-5 5x6 = 5x8 = 6.00 12 4 24 25 5 26 27 O 46 = 3x8 — 4x8 = 2x4 11 3x8 = 9-0-0 17-3-1 25-6-2 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 FBC2020lrP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 5x6 = Scale=1:86.4 3x4 = 5x6 = 46 = 728 8 29 9 0 0 N 18 17 16 15 14 13 10 3x6 = 6x8 = 3.50112 ST1.5x8 STP = 3x4 11 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0.65. Vert(LL) 0.26 16 >999 240 MT20 244/190 BC 0.82 Vert(CT)-0.3314-16 >999 180 WB 0.89 HOrz(CT) 0.11 13 n/a n/a Matrix -AS Weight: 245 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly appljed: WEBS 1 Row at midpt 5-18, 5-14, 6-13 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 9), 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: 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) 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 jive 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)-14earing 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 (jt=lb) 10=25012=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 sheetrock be applied, directly to the bottom chord. IN ON G E N " No 68182 �cc ST OF •:�41/ ., A\% A. P • �� •,IFS . 4 O R 10,��� 0 N Ai E `0* Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 22,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. Design valid for use only with 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 ANS//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 3CAR BLK 160 T24774091 2819575 B11 C Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:43 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-J7NjXMJfcgT51 APoPbOBSIAfOc4RVtU6tEEkcDyvZBI 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. .1, 7-6.5 ST1. 5x8 = 3x6 = 5x6 = 6.00 12 4 25 5 26 27 6 3x4 11 5x6 = 46 = 728 8 29 9 3x6 3 5x8 STP = 24 �23 12 _ 11 -10-12 19 4x6 2x4 II = 18 17 30 16 3x8 = 3x6 = 3x6 = 31 15 14 32 3x8 = 3x6 = ---®' 5x6 = 13 6x8 = 3.50 Ll2 10 ST1.5x8 STP = 3x4 II Scale=1:86.4 5-9-4 11-0.0 18-3-3 25-6-5 32-9-8 33 9 4 39-1-11 46-8-0 �� 5-2-12 7-3-3 7-3-3 7-3-3 0- 1- 2 5-4-7 7-6-5 Plate Offsets (X Y)-- [4:0-6-0 0-2-8] [6:0-3-0 0-3-0] [8:0-3-0 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) 0.20 16-18 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.34 16-18 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.97 Horz(CT) 0.11 13 n/a n/a BCDL 10.0 Code FBC2020fTP12014 Matrix -AS 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 I9 N 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 ISrav 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=-1613/797, 8-9=-442/212, 9-10=-366/305 BOT CHORD 2-19=-1475/2539, 18-19=-1475/2539, 16-18=-111112024, 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= 199l799, 6-13=-1996/1060, 8-12=-638/406, 9-11=-217/452 NOTES- 1) Unbalanced roof live loads have been considered for this design. ���``,Qv IN V���r-*A 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=6ft; Cat. 1% ON , E IV •• 1 ��� 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, Extedor(2R) ,�� ,•'�C, S V F�'•, �� 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 gripDOL=1.60 NO 68182 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. -17 : � Q Z 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 . �i ST OF : 44/ will fit between the bottom chord and any other members, with BCDL = IO.Opsf. designer .10. �� T �'. A Q;: •_ 7) Searing at joint(s) 10 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building should verify bearing �4jS'< R ` capacity of surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) _•�•'`�?\%%� I� S/ , �` �� � t�JJION 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 AX-" t`% sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANS117plf 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 3CAR BILK 160 T24774092 2819575 B13C Hip 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:44 2021 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-nJw5kiKHN6byeK_zlvQ?4gjOS9ENAF5u_H9gyvZ8H i1-4-0 6-6-15 13-0-0 19-11-3 26.8-13 33-8.0 39-1-11 46.8-0 -4- 6.6-15 6-5.2 6-11-3 6.9-11 6-11-3 5-5-11 7-6-5 oI 0 6.00 12 6x8 = 7x8 = 4x8 = 5 29 6 30 31 7 32 5x8 II 8 STP = 10 20 " 18 " " 16 °O 15 14 46 _ 2x4 11 48 3x6 = 3x8 = 3x8 = 3x6 = 3x6 4x6 3.50112 6.6-15 13-0.0 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 YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 5-6,6-8: 2x6 SP M 26 BOT CHORD 2x4 SP No.2 *Except* 8-14: 2x6 SP No.2 WEBS 2x4 SP No.3 19-11-3 26-8-13 6-11-3 6-9-11 3.0-4-81. 18:0-2-15.0-3-41. 110:0-1 Scale=1:88.1 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.55 Vert(LL) 0.14 18 >999 240 MT20 244/190 BC 0.66 Vert(CT)-0.2316-18 >999 180 WB 0.81 Horz(CT) 0.07 14 n/a n/a Matrix -AS Weight: 279 lb FT = 20 BRACING - TOP CHORD. Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 5-0-0 oc bracing: 12-14 WEBS 1 Row at midpt 5-16, 7-12 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 14=0-4-0 Max Horz 2=288(LC 11) Max Uplift 10=-199(LC 12), 2=-783(LC 12), 14=-1072(LC 12) Max Grav 10=388(LC 18), 2=1479(LC 17), 14=2289(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2574/1361, 3-5= 1904/1118, 5-6=-1565/1072, 6-7=-1564/1070, 7-8=-116/670, 8-9=-228/758, 9-10=-430/285 BOT CHORD 2-20=-1120/2448, 18-20=-1120/2448, 16-18=-680/1780, 15-16=-321/942, 12-14=-2162/1222, 8-12= 577/419, 11-12=-138/292, 10-11 =-1 561376 WEBS 3-20=0/268, 3-18=-763/497, 5-18=-142/611, 6-16=-405/415, 7-16=-494/998, 12-15=-361/953, 7-12=-1816/983, 9-12=-1058/665, 9-11=0/363 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=6ft; 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 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 46-8-0 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 jive load shown covers rain loading requirements specific to the use of this truss component. 41 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 ,kill 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 Gt=lb) 10=199, 2=783, 14=1072. 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. PQUI N No 68182 �-O; � �:. S F :�4/" ss Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 3CAR BLK 160 T24774093 2819575 B15 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:0BA6 2021 Page 1 I D:6gDIOH2OVegl Nkl sxoNemzyuULB-ji2r9DLXvlrgud7N4jxu4Oo7gp7Bi DrYZBTODYyvZ8F r1-4-Q 5-3-15 8-11-0 15-0.0 23.4-0 31-8.0 35-2-9 41-5.0 1-4.0 5-3-15 3-7-1 6-1-0 8-4-0 8-4-0 3.6-9 6-2-8 Scale=1:77.4 • 6.00 FIT 5x8 = 5x8 = 5 28 29 630 31 32 7 2x4 // 5x6 i 8 4 27 33 4x4 3x4 5 9 m o_ 3 ST1.5xB STP = 10 n I 26 16 o m 2 3x4 = 15 35 14 13 12 3611 IN 0 1 4x4 = 3x6 = 3x8 = 3x6 = 3x412 = 4x12 I 34 18 17 3x6 = 2x4 11 6x8 = 5-3-15 8-8-0 8- -0 15-0.0 23-4-0 31-8-0 41-5-0 5-3-15 3-4-1 0- -0 6-1-0 8-4-0 8-4-0 9-9-0 Plate Offsets (X Y)-- [4:0-3-0 0-3-0] [5:0-5-8 0-2-4] [6:0-4-0,0-3-0] [7:0-5-8 0-2-4] [10:0-7-12,Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.71 Vert(LL) -0.19 11-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.33 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.06 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 221 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD :Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 `Except` BOT CHORD Rigid ceiling directly applied. 4-17: 2x4 SP No.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=277(LC 11) Max Uplift 10= 677(LC 12), 2=-457(LC 12), 17=-1084(LC 12) Max Grav 10=1435(LC 18), 2=369(LC 23), 17=1804(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-308/694, 3-4=-164/265, 4-5=-1475/898, 5-6=-2071/1326, 6-7=-2071/1326, 7-8=-2017/1184, 8-1 0=-2145/1234 BOT CHORD 2-18=-671/250, 17-18= 671/250, 16-17=-1622/853, 4-16=-1525/880, 13-15=-546/1309, 11-13=-797/1746, 10-11=-957/1820 WEBS 4-15=584/1404, 5-15=-288/314, 5-13=-536/1001, 6-13=-510/523, 7-13=-259/458, 7-11=-49/411, 3-18=-547/215, 3-17=-403/887 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=511; 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 15-0.0, Exterior(2R) 15-0-0 to 20-7-14, Interior(1) 20-7-14 to 31-8-0, Extedor(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 ;mill 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 Gt=lb) 10=677, 2=457, 17=1084. 9) 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. {{ POki I N VET i % �O . CEN% F�O��� o� No 68182 � -0 • rr :?fit S OF •44/Z i 'Ifi#s�0 N Al-�% �Ullllil{{�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Palace East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 Qty Ply 2265 CR 3CAR BLK 160 ' 4 T24774094 2819575 B17 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant Glty, FL), Plant Glty, FL - 33567, 6.43U s Jun 2 2U21 mi I eK industries, Inc. I nu Jul 22 U9:U6:47 2U21 rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-BucENkM9g3zXVniZeRT7dbLG8DPzRkXhnrCym?yvZBE r1-4-q 5-3-15 8-11-0 17-0-0 23-4-0 29-8-0 35-4-12 41-5.0 1-4-0 5-3-15 3-7-1 8-1-0 6-4-0 6-4.0 5-8-12 6.0-4 6.00 F12 3x6 = 2x4 11 6x8 = 5x8 = 2x4 11 5x8 = 29630 31 327 5-3.15 8.8-0 8- -0 17-0-0 23-4-0 29-B-0 35-4-12 41-5-0 5-3.15 3-4-1 0- -0 8-1-0 6-4-0 6-4-0 5.8-12 6-0-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.17 11-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Vert(CT) -0.26 11-13 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.71 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC20201TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 18=0-3-0 Max Horz 2=319(LC 11) Max Uplift 10=-678(LC 12), 2=-461(LC 12), 18=-1078(LC 12) Max Grav 10=1441(LC 18), 2=365(LC 21), 18=1834(LC 17) Scale=1:77.6 10 PLATES GRIP MT20 244/190 Weight: 233 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-294/698, 3-4=-200/304, 4-5=-1548/951, 5-6=-1728/1181, 6-7=-1728/1181, 7-8=-1888/1146, 8-10= 2208/1222 BOT CHORD 2-19= 672/236, 18-19=-672/236, 17-18=-1668/869, 4-17=-1527/917, 14-16=-568/1371, 13-14=-721/1599, 11-13=-962/1875, 10-11=-962/1875 WEBS 3-18=-383/848, 4-16= 488/1338, 5-14=-332/650, 6-14=-371/369, 7-14=458/259, 7-13=-90/455, 8-13=-338/286, 3-19=-545/216 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 35-4-12, Interior(1) 35-4-12 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 honconcurrent 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 *ill 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 Qt=1b) 10=678, 2=461, 18=1078. 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. ,,��r,111111/1j� i G E N No 68182 S F � s'0 N* A� Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 o 0 N 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 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 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 3CAR BLK 160 T24774095 2819575 B19 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant Ulty, FL), I'lant Ulty, I-L - 3356/, ti.43U a Jun Z ZUZI MI I eK Inoustrles, Inc. i nu jut zz uv;Uo:4o Zuz i raye i ID:6gDIOH2OVeglNkisxoNemzyuULB-g5Aca4NnRM507xHIC8_M9ptQtdoZAEKrOVyVIRyvZBD tt-4-Q 5-3-15 8-11-0 14-0-8 19-0-0 27-8-0 34-4-12 41-5-0 1-4-0' S-3-15 3-7-1 5-1-8 4-11-8 8-8-0 6-8-12 7-0-4 6.00 12 3x6 = 2x4 11 6x8 = 5-3-15 8-8.0 8-11-0 5x6 = 28 29 30 6x8 = K%i7J 41-5-0 Scale=1:77.6 10 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 FBC202OfTP12014 CSI. TC 0.86 BC 0.76 WB 0.54 Matrix -AS DEFL. in (loc) I/defl Ud Vert(LL) -0.25 15-16 >999 240 Vert(CT) -0.44 15-16 >891 180 Horz(CT) 0.09 10 n/a n/a PLATESGRIP MT20 244/190 Weight: 236 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied. 6-7: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 *Except* WEBS 1 Row at midpt 5-16, 7-15 4-17: 2x4 SP No.3, 14-16,10-12: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 7-15: 2x4 SP No.2 SLIDER Right 2x6 SP No.2 2-6-0 REACTIONS. (size) 10=Mechanical, 2=0-8-0, 17=0-3-0 Max Horz 2=359(LC 11) Max Uplift 10= 680(LC 12), 2=-469(LC 12), 17=-1068(LC 12) Max Grav 10=1446(LC 18), 2=368(LC 21), 17=1869(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-306/720i 3-4= 232/348, 5-6— 1504/1015, 6-7=-1296/993, 7-8=-1796/1114, 8-10=-2209/1228 BOT CHORD 2-18=-698/237, 17-18=-698/237, 16-17=-1679/820, 4-16= 312/292, 15-16=-617/1220, 13-15=-650/1475, 11-13=-956/1878, 10-11=-956/1878 WEBS 15= 45/388, 7-15=-381/182, 7-13=-112/593, 8-13=-475/360, 3 185-542/218 `,0Qv1N'VE,'III NOTES-,O� F•••. 1) Unbalanced roof live loads have been considered for this design. V �� 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.% No 68182 •� 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 19-0-0, Exterior(2R) 00 * :• 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 41-5-0 zone; cantilever right exposed; 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 �'d : ! rY to the use of this truss component. : S OF W IZ 4) Provide adequate drainage to prevent water ponding. -ihis live loads. 0 •• <G/ �� T •'•'41 Q;•• 5) truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other * �I........ 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 C?\ �% SjS�O veen the chord and any ermembers, with BCDL = 10.Opsf. truss 7 Rwill efetr be er s) for to truss connections.om ���� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 10=6B0, 2=469, 17=1068. 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: July 22,2021 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 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 3CAR BLK 160 R T24774096 2819575 B21 HIP TRUSS 1 1 Job Reference (optional) buimerS mrstl0urce kviant L:ny, I-L), mans Ldty, rL - 3Jbb7, ts.4Ju s JUn Z 2uZI MI I eK mauslnes, Inc. I nu JUI zz uv:uti:4v zu21 rage 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-8Hk_nPOPCgDEl5syirVbi00h615lva_F9h2gtyvZ8C 71-4-Q 5-3-15 8-11-0 15-1-6 21-0-0 25-8-0 31-1-13 36-2-11 42-7-8 4- 5-3-15 3.7-1 6-2-6 5-10-10 4.8-0 5-5-13 5-0-13 6-4-13 Scale = 1:82.0 5x6 = 5x6 = Y 6.00 12 6 27 7 4x6 3x4 526 8 5x6 5x6 9 cm 0 4 28 0 3x4 i ST1.5x8 STP= 3 ST1.5x8 STP = 10 n 25 I4 16 6 o m 1 2 4x8 = 30 31 15 32 14 33 13 34 12 35 11 N °I 0 3x4 = 3x6 = 3x8 = 3x6 = 3x4 = 3x6 = 29 18 17 3x6 = 2x4 II 6x8 = 5-3-15 8-8-0 8-11 0 17-4-8 25-8-0 33-7 42-7-8 5.3-15 3-4-1 0- -0 8-5-8 8-3-8 7-11.0 9.0-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 Vert(LL) -0.1.9 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.35 11-24 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.08 10 n/a n/a BCDL 10.0 Code FBC2020lrP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 4-17: 2x4 SP No.3 WEBS WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=0-7-8 Max Horz 2=413(LC 11) Max Uplift 2=-481(LC 12), 17=-1082(LC 12), 10=-706(LC 12) Max Grav 2=374(LC 21), 17=1939(LC 17), 10=1524(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-367/745, 3-4=-297/382, 4-5— 253/298, 5-6=-1606/1114, 6-7=-1515/1092, 7-8=-1720/1119, 8-9=-2568/1416, 9-10=-2757/1485 BOT CHORD 2-18_ 681/252, 17-18=-681/252, 16-17=-1752/832, 4-16=-340/328, 15-16=-628/1435, 13-15=-496/1383, 11-13=-900/1918, 10-11=-1200/2416 WEBS 3-17=-401/880, 5-16=-1894/861, 5-15=0/300, 6-15=-109/267, 6-13=-136/451, 7-13=-211/500, 8-13=-775/533, 8-11=-221/675, 9-11=-369/382, 3-18=-545/214 Weight: 238 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-16, 6-15 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 21-0-0; Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-1-13, Interior(1) 31-1-13 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) *rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=481, 17=1082, 10=706. 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. ���tllllll/II NN0ppO I N VE<4� . ' (',ENS � 4 i No 68182 ;�:. S OF :�k/ 1Al i,;iS'0 N A; " �"o 1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 ANSb7FI1 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 aty Ply 2265 CR 3CAR BLK 160 4 T24774097 2819575 C1 JACK -OPEN TRUSS 8 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, Plate 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:53 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-02zVdnRwGvjgDiAj_hZXssbQOehvrd2aAnfGzeyvZ88 0-11-4 1-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020ITP12014 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=91(LC 12) Max Uplift 3=-3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7.6 PLATES GRIP MT20 244/190 Weight: 5 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 cc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 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) 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, 4 except Qt=lb) 2=227. Qt1\IIIIII11r ... I N vE�F .. CNS E No 68182 . 4^ ...53% % S OF :*441 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cent 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANSM11 Quality Criteria, DSB-89 and BCSI 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 3CAR BLK 160 T24774098 2819575 C3 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MITeK Industries, Inc. I hu Jul 22 09:08:53 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-02zVdnRwGvjgDiAj_hZXssbQOeggrd2aAnfGzeyvZ88 2-11-4 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.13 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code 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=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale=1:12.7 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. 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=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 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 Qt=lb) 2=183. 4, No 68182 -d : • ccz ST OF .' 4/ " ICU ��1r��i�ifi��• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANSLITPI1 duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Sarety 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 3CAR BLK 160 T24774099 2819575 C5 JACK -OPEN TRUSS 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, .1-4-0 3x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:54 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-UFXtr7RY1 CrXrskvYP5mP47X22wfa4liORPpV5yvZB7 4-11-4 Scale =1:17.6 4-11-4 Plate Offsets (X,Y)-- [2:0-1-4,0-0-21 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.56 Vert(LL) 0.07 4-7 >897 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.46 Vert(CT) -0.06 4-7 >913 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 18 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. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=133(LC 17), 2=262(LC 1), 4=86(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. 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 4-10-8 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. `,tit1111111/��� 5) Refer to girder(s) for truss to truss connections. ,%1 1 j I N V �1 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �%% ON ��F ��� 3=128, 2=196. ,.` , .•-\G E N S '�� 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 : V F•••, �� sheetrock be applied directly to the bottom chord. • No 68182 cc Z ST OF : 41/Z ,i'S,O NL AE�C,?, ��II I li n �►�`• Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 qty Ply 2265 CR 3CAR BLK 160 T24774100 2819575 D7 Half Hip Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:04 2021 Page 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-CABfxYZggH6620Vg8VG6pBYBT4MrwQMBi?gLrWyvZ7z r1-4-q 7-0.0 13-0-15 18-10-5 24-7-12 30-5-3 36-2-9 , 42-3-8 1-4-0 7-0.0 6-0-15 5-9-7 5.9.7 5-9-7 5-9-7 6.0.15 Sx6 3x8 = 3x4 = 5x6 WB= 2x4 II 6.00 12 3 23 4 24 5 6 25 7 3x8 = 3x4 = 4x6 = 268 . 10 Scale = 1:75.7 co 2 vI 1 o 20 19 18 17 16 15 14 13 12 ST1.5x8 STP— 4x4 = 2x4 II 7x8 WB= 44 = &B — 46 = 5x6 = 2x4 = 4x6 = 48 = 7-0.0 13-0-15 18.10-5 24-7-12 30-5-3 36-2-9 42-3-8. 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 NO BCDL 10.0 Code FBC2020ITP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 3-6: 2x4 SP No.1 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 *Except* 4-20,11-13: 2x4 SP No.2 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Horz 2=281(LC 8) Max Uplift 2=-2337(LC 8), 12=-2425(LC 8) Max Grav 2=4033(LC 13), 12=4011(LC 13) CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.95 Vert(LL) 0.8316-17 >610 240 MT20 244/1.90 BC 0.34 Vert(CT)-0.8416-17 >603 180 WB 0.73 Horz(CT) 0.11 12 n/a n/a Matrix -MS Weight: 514 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 7-11-5 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-8262/4809, 3-4=-7460/4430, 4-5=-1235517453, 5-7=-11985/7237, 7-8=-11985/7237, 8-10= 9918/5994, 10-11=-6025/3639, 11-12=-3859/2458 BOT CHORD 2-20=-4382/7358, 19-20=-6586/10909, 17-19=-6586/10909, 16-17=-7453/12355, 14-16=-5994/9918, 13-14=-3639/6025 WEBS 3-20=-1146/2428, 4-20=-4078/2499, 4-19=0/345, 4-17=-1065/1718, 5-17=-608/686, 5-16=-431/343, 7-16=-833/812, 8-16=-1450/2410, 8-14=-2055/1534, 10-14=-2746/4541, 10-1 3=-3243/2298,11-13=-4144/6885 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 0-7-0 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) Unbalanced roof live loads have been considered for this design. 4) Wind: ASIDE 7-i6; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5ft; Cat. ?i; 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) 12 considers parallel to grain value using ANSI/TPI 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=lb) iF N' 4 iL+ly �,O a001111111111111111111 N t VF'�i No 68182 : 3 S OF .�441 0 N AL � �``• 11.11111/ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 3CAR BLK 160 T24774100 2819575 D7 Half Hip Truss 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, B.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:04 2021 Page 2 ID:6gDIOH2OVegl NklsxoNemzyuULB-CABfxYZggH6620VgBVG6pBY8T4MrwQMBi?gLrWyvZ7z NOTES- 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) 674 lb down and 468 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Ddad + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-11 =-1 18(F=-64), 2-12=-44(F=-24) Concentrated Loads (lb) Vert: 3=-347(F) .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 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 ANSM11 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 04ty Ply 2265 CR 3CAR BLK 160 T24774101 2819575 D9 Half Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, r1-4-q 4.6-10 9-0-0 17-6-C 1-4-0 4-6-10 4-5-7 8-6-0 • 5x8 = co aI 0 6.00 F12 21 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:05 2021 ID:6gDIOH2OVegl NklsxoNemzyuULB-gMil8uaSRbEzfY4OhCnLL04J9TZ7fv3LwfZv. 8-1-12 8-1-12 5x8 = 2x4 11 22 523 24 6 25 8-6-0 Scale=1:75.7 5xB = 5x6 = 7 26 8 m 0 v 15 14 13 12 11 10 9 3x8 _ 3x4 = 46 _ 4x4 = 3x10 = 4x6 _ 5x6 = 3x4 = 9-0-0 17-6.0 25-7-12 33-9-8 42-3-8 9-0-0 8-6-0 8.1.12 8-1-12 8-6.0 Plate Offsets (X,Y)-- [2:0-8-0,0-0-14], [4:0-5-8,0-2-4], [5:0-4-0,0-3-0], [7:0-4-0,0-3-0] - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.55 12-13 >919 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.70 12-13 >725 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(CT) 0.15 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 223 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpt 8-9, 4-13, 5-12, 7-12, 8-10 WEBS 2x4 SP No.3 *Except* 4-13,8-10: 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=1558(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3054/1875, 3-4=-2812/1686, 4-5= 3584/2204, 5-6=-3505/2085, 6-7=-3505/2085, 7-8=-2382/1407, 8-9=-1478/990 BOT CHORD 2-15— 1904/2704, 13-15=-1586/2482, 12-13=-2218/3598, 10-12=-143412417 WEBS 3-15=-321/354, 4-15=-46/412, 4-13=-702/1338, 5-13=-470/430, 6-12=-406/403, 7-12=-760/1251, 7-10=-1101/863, 8-1 0=-1 567/2655 NOTES- `,,1\1111111111 1) Unbalanced roof live loads have been considered for this design. ♦♦♦" QQIN 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. ♦♦ OP 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 Ci , , � E N S+'• �i� 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 �, 'V 41 grip DOL=1.60 No 68182 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 O S OF ••�44/` will fit between the bottom chord and an other members. 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify ✓��T �'•'C� Q;: �_,♦� capacity of bearing surface. iR ♦♦� 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) I S 2=979, 9=892. i�4 �O N A\ E 0 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: July 22,2021 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/1912020 BEFORE USE. " Design valid for use only with 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 membersonly. Additional temporary and permanent bracing MiTek° is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI?P11 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 3CAR BLK 160 T24774102 2819575 D11 HALF HIP TRUSS 1 1 Job Reference (optional) Builders Flrstbiource (Plant city, FL), Plant city, FL - 33567, co dI � o 5-8-8 5-3-9 5x6 = 8.430 s Jun 2 2021 MI I eK ID:6gDIOH2OVegl NO sxoNemzyuULB-yR5F2- 12 26-7-2 3 14-4-12 2 7-9.0 7-9-0 3x4 = 4 19 20 5 5x6 = 21 6 22 IUStfteS, Inc. I nU JUI 22 U9:U8:55 ZUZI Page 1 tnW zOTOJ566c?xHgdTREDJJFtd5BN2XyvZ86 42-3-8 7-10.12 Scale=1:75.9 3x6 = 3x4 11 7 23 8 m o_ v� 14 9 3xB = 4x6 = 3x4 = 5x6 W B = . 4x4 = 5x8 I I 3x8 = 11-0-0 10-5-12 10-4-0 10-5-12 Plate Offsets (X Y)--[2:0-8-0,0-0-141, [4:0-3-8,0-2-41, [6:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc)' I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.37 12-14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -0.64 12-14 >792 180 BCLL 0.0 Rep Stress Incr YES WB 0.92 Horz(CT) 0.14 9 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 223Ib FT=20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-14, 6-10 OTHERS 2x4 SP No.3 2 Rows at 1/3 pts 7-9 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Horz 2=405(LC 12) Max Uplift 2=-972(LC 12), 9=-899(LC 12) Max.Grav 2=1937(LC 17), 9=1800(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3522/1833, 3-4=-3159/1592, 4-5=-2819/1517, 5-6— 3507/1794, 6-7=-2610/1279 BOT CHORD 2-14=-1914/3201, 12-14=-1889/3465, 10-12=-1716/3217, 9-1 0=-1 126/2100 WEBS 3-14=-458/454, 4-14=-324/1075, 5-14=-909/466, 6-12= 115/426, 6-10=-891/650, 7-10=-372/1209, 7-9=-2522/1367 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. 1%tl11111/ll ��I� 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, Exterior(2R) ;��1� UIjN V 11-0-0 to 16-7-14, Interior(1) 16-7-14 to 42-1-12 zone;C-C for members and forces& MWFRS for reactions shown; LumberOQ�Q DOL=1.60 DOL=1.60 , S �• ��� plate grip ,�� .••-*"EN V F�••• 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. p No 68182 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. �'fl 7) Bearing at joint(s) 9 considers parallel to grain value using ANSI(rPl 1 angle to grain formula. Building designer should verify :� S 10 OF 441 capacity of bearing surface. 8) I�rovide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) SOT • .� ` Q` : _�� �t� O R ) •' 2=972, 9=ass. 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 - • S('1 • (jN I l) ��I,,�� sheetrock be applied directly to the bottom chord. N A%E N% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 3CAR BLK 160 T24774103 2619575 D13 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:57 2021 Page 1 ID:6gDIOH2OVeglNkisxoNemzyuULB-vpDOT9URJ7E6jJTUDXeT1ilzHFsdnCW95PdU6QyvZ84 r1-4-q 6-1-0 11-2-0 13.0-0 20-11-0 28-10-0 3.3; 38-1-13 42-3-8 1� 6-1-0 5-1-0- 1-10-0 7-11-0 7-11-0 4-10-0 4-5-13 4-1-11 Sx6 = 6.00 12 5x8 = 4x6 = 5x8 = 2x4 II 5 26 27 6 28 29 7 30 8 20 19 14 13 12 11 3x6 _ 5x6 = 2x4 12x4 11 5x8 = 6x8 = Scale=1:77.3 6-1-0 11-2-0 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 YES BCDL 10.0 Code FBC2020[TP12014 LUMBER - TOP CHORD 2x4 SP No.2 *Except* 6-8: 2x4 SP M 31 BOT CHORD 2x4 SP No.2 *Except' 4-19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 17-20,10-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=244(LC 11) Max Uplift 2=-977(LC 12), 11=-867(LC 12) Max Grav 2=1655(LC 1), 11=1581(LC 1) 4-10-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.88 Vert(LL) 0.5416-17 >941 240 MT20 244/190 BC 0.83 Vert(CT)-0.8216-17 >614 180 WB 0.97 Horz(CT) 0.32 11 n/a n/a Matrix -AS Weight: 256 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. Except: 10-0-0 cc bracing: 17-19, 13-15 WEBS 1 Row at micipt 9-11 FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3102/1828, 3-4=-4137/2517, 4-5=-4088/2600, 5-6=-3773/2387, 6-7=-3765/2379, 7-8=-3223/2089, 8-9=-1926/1267 BOT CHORD 2-20— 1678/2724, 16-17=-1788/3148, 15-16=-1817/3256, 7-15=-684/549, 11-12=-823/1330 WEBS 3-20=-991/732, 17-20=-1778/2936, 3-17=-424/915, 5-17=-755/1343, 5-16=-380/879, 6-16=-465/495, 7-16=-358/656, 12-15=-920/1780, 8-1 5=-1 265/2182, 8-12=-899/555, 9-12=-153/530, 9-11 =- 185411199 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(211) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 33-8-0, Exterjor(211) 33-8-0 to 39-3-14, Interior(1) 39-3-14 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 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) except 011=11b) 2=977, 11=867. 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. `oitsI 11it##1I oPQ�iry Y4ii \rEN 4- No 68182 r .. �?O :• S OF <,•• R 1•�•G`��v Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANSh7PII 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 Q)y Ply 2265 CR 3CAR BLK 160 T24774104 2819575 D15 HIP TRUSS 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:08:58 2021 Page 1 ID:6gDIOH2OVegl NOsxoNemzyuULB-NOnOgUV34RMzKT2gnE9iZwlBefABWf5JJ3N1esyvZ83 r1-4-q 6-1-0 11-2-0 , 15-0-0 20-10-0 28-10-0 31-8-0 36-9-14 42-3-8 1.4-0 6-1-0 5.1.0 3-10-0 5-10-0 8.0-0 2-10-0 5-1-14 5-5-11 5x6 = 5x6 = 6.00 F12 5 27 6 28 29 4x6 = 5x8 = 7 30 8 Scale=1:77.2 21 20 " 3x8 = 14 13 12 11 3x6 — 48 = 2x4 11 2x4 11 4xB = 6x8 = 6-1-0 11-2-0 , 20-10-0 2B-10.0 31-8-0 _i 42-3.8 1 6-1-0 5-1-0 9-8-0 8-0-0 2-10-0 10-7-8 Plate Offsets (X Y)-- [3:0-3-0 0-3-0] [5:0-3-0 0-2-0] [6:0-3-0 0-3-0] [8:0-6-0 0-1-12] [12:0-3-0 0-1-8][15:0-6-8,0-5-0],[18:0-3-0,Edge],[21:0-3-8,0-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.58 16-18 >877 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -1.01 16-18 >498 180 BCLL 0.0 * Rep Stress Incr YES WB 0.97 Horz(CT) 0.36 11 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 267 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 cc bracing: 13-15 WEBS 2x4 SP No.3 *Except* 10-0-0 cc bracing: 18-20 18-21,8-15: 2x4 SP No.2, 10-11: 2x6 SP No.2 WEBS 1 Row at midpt 8-12, 9-11 OTHERS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=284(LC 11) Max Uplift 2=-975(LC 12), 11=-865(LC 12) Max Grav 2=1977(LC 17), 11=1871(LC 18) FORCES. (lb) Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3697/1818, 3-4=-5016/2527, 4-5=-5090/2695, 5-6=-3617/2023, 6-7=-3617/2023, 7-8=-3162/1832, 8-9= 2259/1293, 9-10= 262/135 BOT CHORD 2-21=-1672/3437, 4-18=-284/354, 16-18=-1539/3374, 15-16=-1512/3264, 7-15=-610/494, 11-12=-894/1672 WEBS 3-21=-1191/722, 18-21=-1752/3702, 3-18=-464/1139, 5-18=-1009/2122, 5-16=-223/688, 9-12= 67/502, 9-11 7-16=-228/535-2075/1225, 12-15=-1 060/2604, 116-2075/122512-15=-1060/2604, 8 15= 1390/2851, 8-12=-1688/829, ,avinJ NOTES- 1) Unbalanced roof live loads have been considered for this design. V F•••. �� 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: NO 68182 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 15-0-0, Exterior(2R) * ••: * .0 1.5-0 0 to 20-10-0, Interior(1) 20-10-0 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 �'0 : cc to the use of this truss component. i ST E OF LC/ Z 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. 40- T Q;•• �� 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 2-6-0 wide �j, ••' R �• \,�� will fit between the bottom chord and any other members, with BCDL = IO.Opsf. �I . ...... 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) �i,,N A 2=975, 11=865. 11111111 ��.� 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" 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: July 22,2021 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 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 ANSUlP11 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 ON Ply 2265 CR 3CAR BLK 160 T24774105 2819575 D17 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:00 2021 Page 1 ID:6gDIOH2OVeg1 NklsxoNemzyuULB-JOu85AWJc2chZnC3vfBAeLNT7Srp_aacnNs8jkyvZ81 r1-44 5-3-8 7-7-8 114-9 17-0-D 23.4-0 29-8-0 35.6-4 42-3-8 1 4 0 5-3-8 3-9 6 4-0 6-4-0 5-10-4 6-9-4 5x8 = 6 nnFi—q- 23 22 14 13 12 11 3x6 = 6x8 = 3x4 11 5-7-7 Scale = 1:77.8 2x4 11 Sx8 28729 30 8 ck � c 1 � o �lo N N 2x4 11 4x12 = 5x6 11 27-1-8 , 29-8-0 35-6-4 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 FBC202OfTP12014 CSI. TC 0.90 BC 0.99 WB 0.91 Matrix -AS DEFL. in Vert(LL) 0.65 Vert(CT) -0.87 Horz(CT) 0.40 (loc) I/defl Ud 21 >778 240 21 >580 180 11 n/a We PLATES GRIP MT20 244/190 Weight: 289 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: 17-20,15-17: 2x6 SP No.2, 8-13: 2x4 SP No.3 10-0-0 oc bracing: 20-22, 13-15 WEBS 2x4 SP No.3 *Except* WEBS 1 Row at micipt 5-18 3-20,20-23,5-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=326(LC 11) Max Uplift 2=-973(LC 12), 11=-863(LC 12) Max Grav 2=1987(LC 17), 11=1867(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3742/1820, 3-4=-7714/3761, 4-5=-7586/3763, 5-6=-3394/185116-7=-3035/1795, 7-8=-3035/1795, 8-9= 2891/1625, 9-10=-2191/1170, 10-11=-1752/1011 BOT CHORD 2-23=-1678/3512, 22-23=-134/257, 19-20=-2172/4650, 18-19=-2172/4650, 16-18=-1342/3124, 15-16=-1119/2590, 8-15=-131/628 WEBS 5-18=-1837/994, 6-18= 452/1200, 6-16=-134/328, 7-16=-374/391, 8-16=-376/774, 9-12=-1037/714, 10-12=-930/1880, 12-15=-959/1954, 9-15=-218/889, 3-23= 3125/1592, 3-20=-1626/3568, 20-23=-2197/4623, 5-19=-16/341, 5-20=-1472/3149 NOTES- ,,,,{{1{ (1U�N N �• 1) Unbalanced roof live loads have been considered for this design. `♦ , • �C E S �� V F��••• 2) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 9=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, Interjor(1) 2-8-0 to 17-0-0, Exterior(2R) NO 68182 •:� 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 42-1-12 zone;C-C for members = * �' * = end 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. "d : cc 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. i •• S T11E OF44/ Q 414 �•. 6) fi 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 �� T �4 Q Q;: will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except Qt=lb) �_% �i��lS 0 R !•. • `�,♦♦ I� S/ • • • �` mechanical connection plate ��///O A„ 2=973, 11=863. N 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 39610 Date: July 22,2021 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 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?PI1 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 3CAR BLK 160 T24774106 2819575 D19 HIP TRUSS 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:01 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-nbSWJWXxNMkXBxnFSNjPBYwmDsBMj3wl?1 bhFBymZ80 r1-4-q 3-0-0 4 0-q5-7-8, 9-0-13 12-3-12 19-0-0 23-4-0 27-8-0 21 -1010 W-5-0 42-3-8 1-4-0 3-0.0 0- 1-7-8 3-5-5 3-2-15 6-8-4 4.4.0 4-4-0 2- 6-7-0 6-10.8 24 23 3x6 = 2x4 11 46 = 2-3-12 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 Incr YES BCDL 10.0 Code FBC2020/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 19-21,17-19: 2x6 SP No.2, 10-15: 2x4 SP No.3 WEBS 2x4 SP No.3 *Except* 8-18,3-21: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 13=0-3-8 Max Horz 2=367(LC 11) Max Uplift 2=-974(LC 12), 13= 867(LC 12) Max Gram 2=1964(LC 17), 13=1822(LC 18) Sx6 = 6.00 12 3x4 = 30 831 32 27-8-0 5x6 = 46 2x4 11 3x8 = Scale=1:77.9 3x6 li CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TC 0.43 Vert(LL) 0.44 22 >999 240 MT20 244/190 BC 0.91 Vert(CT) -0.58 22 >873 180 WB 0.78 Horz(CT) 0.27 13 n/a n/a Matrix -AS Weight: 616 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: 21-23, 15-17 JOINTS 1 Brace at Jt(s):. 17 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP. CHORD 2-3= 3704/1820, 3-4=-9175/4477, 4-5=-9212/4554, 5-6=-4605/2430, 6-7=-2999/1711, 7-8=-2644/1639, 8-9=-2346/1495, 9-1 0=-2604/1667, 10-1 1=-2839/1668, 11-12=-2143/1183, 12-13=-1707/1017 BOT CHORD 2-24=-1704/3533, 23-24=-1708/3536, 21-23=-1187/2614, 20-21=-2661/5594, 19-20=-2027/4302, 18-19=-1160/2631, 17-1 8=-1 135/2487,10-17=-339/623 WEBS 6-20=-477/1339, 6-19=-1805/1008, 7-19=-412/1000, 8-18=-431/285, 9-18=-648/1026, 10-1 8=-786/646,14-17=-970/1846, 11-17=-223/845, 11-14=-995/734, 12-14=-926/1828, 8-19=-185/270, 5-20=-1655/809, 3-21=-3752/7932, 5-21=-1872/4024, 3-23=-3921/1882 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 cc, 2x6 - 2 rows staggered at 0-9-0 cc. 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: 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. 1; 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) 27-5-0 to 33-3-14, Interior(1) 33-3-14 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) Corai> daub 2 �III1111111., P0,UIN �O G ENS No 68182 c Z + �; 0:•� ST OF 4U T T� i'.#.*1Si� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 A WARNING - Verify 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 tempoiary 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/TPII 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 3CAR BLK 160 T24774106 2819575 D19 HIP TRUSS 1 2 Job Reference (optional) Builders FlrstSource (I last Ulty, FL), mant Gny, FL - 33b6/, a.4du s uun z zun ml I eK mausines, inc. i nu dui zz ua:ua:u i zuc i raye c ID:6gDIOH2OVegl Nkl sxoNemzyuULB-nbS W J WXxNMkXBxnFSNj PBYwmDsBMj3wl? 1 bhFByvZ80 NOTES- 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. ,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 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/Tpll 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 3CAR BLK 160 T24774107 2819575 D21 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant Glty, FL), Plant Glty, FL - 3356/, ts.43u s Jun z zuzl mi I eK Inauslrles, Inc. I nu uui zz ue:ue:ui zuz I rage I ID:6gDIOH2OVegl Nkl sxoNemzyuULB-jzaHjCYCvz_FQEweaoltGz?OhgtwBxX2TL4oK3yvZ8_ r1-4-q 6-3-0 13-7-8 21-0.0 25-8.0 28-10-0 34-11-0 42-3-8 , 1-4-0 6-3-0 7-4-8 7-4-8 4-8-0 3-2-0 6-1-0 7-4-8 5x6 = 6.00 F12 5x6 = 5 25 6 3x6 _ 5x6 11 Scale=1:79.4 2x4 11 4x8 = 4x6 11 6-0.2 6-a-0 13-7-8 21-0-0 27-8-0 2�-1%0 34-11-0 42-3-8 0- -0 7-4-8 7-4-8 6-8-0 2- 6-1-0 7-4-8 Plate Offsets (X,Y)-- [2:0-2-12,0-1-8], [3:0-3-0,0-3-4], [4:0-4-0,0-3-0], [5:0-3-8,0-2-4], [6:0-3-0,0-2-0], [8:0-3-0,0-3-4], [9:Edge,0-1-12], [10:Edge,0-3-8], [14;0-2-12,0-3-0], LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) -0.24 14-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.41 14-15 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.09 10 n/a n/a BCDL 10.0 Code FBC2020(rP12014 Matrix -AS Weight: 265 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 3-19,7-12: 2x4 SP No.3 WEBS 2x4SPNo.3 WEBS REACTIONS. (size) 2=0-8-0, 19=0-3-0, 10=0-3-8 Max Horz 2=533(LC 11) Max Uplift 2=-386(LC 12), 19=-990(LC 12), 10=-742(LC 12) Max Grav 2=271(LC_ 23), 19=1953(LC 17), 10=1607(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-481/473, 3-4=-2170/1240, 4-5=-1842/1171, 5-6=-1588/1159, 6-7=-2250/1460, 7-8=-2235/1301, 8-9— 1904/1027, 9-10=-1485/870 BOT CHORD 18-19=-1924/1064, 3-18=-1808/1105, 17-18=-196/294, 15-17=-1007/2114, 14-15=-697/1652,7-14=-276/355 WEBS 3-17=-816/1839, 4-15=-473/372, 5-15=-165/579, 6-14=-513/1005, 11-14=-840/1679, 8-14=-73/512, 8-11=-749/591, 9-11— 731/1517 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 12-14 1 Row at micipt 4-15, 6-15 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, Exterior(2E) 21-0-0 to 25-8-0, Exterior(2R) 25-8-0 to 31-3-14, Interior(1) 31-3-14 to 42-1-12 zone; cantilever left and right exposed ; end vertical left and right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip JJOL=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) INS 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 Gt=lb) 2=386, 19=990, 10=742. 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. `tGOIN IV'FI���i I No 68182 'T7 % c �� ' ST OF • i,�S '. /ONA�-S���`` /111110 Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 A WARNING - Verify 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 properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' is always required for stability and to prevent collapse:with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPIr 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 , Orly Ply 2265 CR 3CAR BLK 160 T24774108 2819575 E7 JACK -OPEN TRUSS 34 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, -1-4-0 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:07 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-clpoZZbizCUhvsEPpdgpRpAf2HFW 7yW eOz2?SgyvZ7w 7-0-0 7-0-0 7-0-0 m 19 co Scale=1:23.0 Plate Offsets (X,Y)-- [2:0-1-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 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 FBC2020lrP12014 Matrix -AS Weight: 24lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 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=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. NOTES- 1) Wind: ASCE 7-16; Vult=160mph (3-second gust) Vas8=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 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. `,//1111111111 5) Refer to girder(s) for truss to truss connections. N ,%0 Qv IN 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. ,t OP , 0 E NSF.? 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. No 68182 ­13. S OF �lC/ Off. 141 P • Z .` ���innllll Joaquin Velez PE No.68182 MiTek USA, Inc. FL Ceit 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 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 , Qity Ply 2265 CR 3CAR BLK 160 T24774109 2819575 E7G Monopitch Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:07 2021 Page 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-clpoZZbizCUhvsEPpdgpRpAobHEr7q)eOz2?SgyvZ7w 4-0-13 7-0-0 4-0-13 2-11-3 2x4 II Sx6 = 3x10 II oX0 — ST1.5x8 STP = 4-0.13 7-0-0 4-0-13 2-11-3 Plate Offsets (X,Y)-- [1:0-2-4,0-0-1], [4:Edge,0-4-0] Scale: 1/2"=l' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.05 5-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.07 5-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.56 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 40 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Horz 1=213(LC 8) Max Uplift 1=-601(LC 8), 4=-698(LC 8) Max Grav 1=1268(LC 1), 4=1249(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2— 1600/723 BOT CHORD 1-5=-793/1429, 4-5=-793/1429 WEBS 2-5=-686/1480, 2-4=- 17651974 Structural wood sheathing directly applied or 4-2-11 oc puffins, except end verticals. Rigid ceiling directly applied or 7-6-6 oc 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. II; Exp C; Encl., GCpi=0.18; MWFRS (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) except Qt=lb) 1=60114=698. 7),1-langer(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 670 lb down and 348 lb up at 1-4-12, and 670 lb down and 348 lb up at 3-4-12, and 670 lb down and 348 lb up at 5-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 1-4=-20 Concentrated Loads (lb) Vert: 8=-670(F) 9=-670(F) 10=-670(F) ��.•� Ppty i N vE�'�•,. • No 68182 � r 0 S OF :•4/ • • • 00 i �(/ • s' illll Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 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 City Ply 2265 CR 3CAR BLK 160 T24774110 2819575 E7S 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. Thu Jul 22 09:09:08 2021 Page.1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-4xNAnvcKkWcYXOpbNLL2zligLhaksPmnddoZ_HyvZ7v 7-0-0 7-0-0 ST1 4x4 = 7-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.95 Vert(LL) 0.24 3-6 >347 240 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.21 3-6 >399 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Scale = 1:22.9 PLATES. GRIP MT20 244/190 Weight: 22 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=215(LC 12) Max Uplift 1=-90(LC 12), 2=-202(LC 12) Max Grav 1=261(LC 17), 2=202(LC 17), 3=121(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. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2E) 0-0-0 to 4-0-0, Interior(1) 4-0-0 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 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) 1 except Gt=lb) 2=202. 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. �Illllllll,s� %oPQUtN V��F''• � � .' CENS• .1�.� No 68182 S OF 4U e�.t'nu1 Joaquin Velez PE No:68182 MTTek USA, Inc. FL Cer,t6634 6904 Parke East Blvd. Tampa FL 39610 Date:. July 22,2021 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 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 ANS11TPI1 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 3CAR BLK 160 T24774111 2819575 E7V JACK -OPEN TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MTek Industries, Inc. Thu Jul 22 09:09:09 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-Y7xY_FdyUpkP890ow2sH W EF?r5zibrLwrGX6WjyvZ7u -1-4-0 5-8.8 7-0-0 1.4-0 5-8-8 1-3-8 3x4 57 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC . 0.91 Vert(LL) 0.34 6-9 >244 240 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.27 6-9 >305 180 BCLL 0.0 Rep Stress Incr YES WB 0.11 Horz(CT) -0.04 4 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Scale = 1:22.9 0 0 N m u) co m 0 PLATES GRIP MT20 244/190 Weight: 27 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— 69(LC 12), 2= 209(LC 12), 5=-125(LC 12) Max Gram 4=133(LC 17), 2=336(LC 1), 5=150(LC 17) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-266/114 WEBS 3-6=-119/357 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. il; 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 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 Gt=lb) 2=209, 5=125. 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. IN ••E IV �'\ F• �i No 68182 STA# cc OF 14/♦ .0 • : ��� 0�T. �OR1�P N,�� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6964 Parke East Blvd. Tampa FL 33610 Hate: July 22,2021 ® 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 MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of 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 , 0ty Ply 2265 CR 3CAR ELK 160 T24774112 2819575 E7V1 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:09 2021 Page 1 ID:6gDIOH2OVegiNkisxoNemzyuULB-Y7xY_FdyUpkP890ow2sHWEF715_Ubs?wrGX6Wjyvz7u -1-4.0 5-6-8 7-0-0 Scale=1:22.9 3x4 5-6-8 5-6-8 Plate Offsets (X Y)-- [2:0-1-13 0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.45 Vert(LL) 0.12 6-12 >669 240 MT20 244/190 TCDL 7.0 Lumber DOL . 1.25 BC 0.70 Vert(CT) -0.11 6-12 >792 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS Weight: 29 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-123(LC 12), 2=-196(LC 12), 5=-51(LC 12) Max Grav 4=137(LC 17), 2=357(LC 1), 5=192(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-785/794 BOT CHORD 2-6=-1076/880, 3-6=-836/1023 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) -1-4-0 to 2-9-10, Interior(1) 2-9-10 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 Iive.loads. ,,�/111111111 j1�I 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 %0 V ( N V � will fit between the bottom chord and any other members. ,��� OQ�Q 5) Refer to girder(s) for truss to truss connections. ,� , .••� G E N S' • • �� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify •• V F•••, capacity of bearing surface. NO 68182 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=1b) .4=123, 2=196. '• .• •• 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. • .0?0:• STA OF :�44/ "..SS,O N A` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cerl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANS11TP/1 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 Oly Ply 2265 CR 3CAR BLK 160 T24774113 2819575 E7V2 Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:10 2021 Page 1 ID:6gD IOH2OVegl Nkl sxoNemzyuULB-OKVwBbebF7sGmJz_UmN W2SoC?UH 1 KJF44wHg39yvZ7t -1-4-0 3-6-8 7-0-0 1.4.0 3-6.8 3-5-8 _7 6 3x4 Scale=1:22.9 3-6-8 7-0-0 3.6.8 3-5.8 Plate Offsets (X Y)-- [2:0-1-13 0-0-8] [3:0-2-0 Edge1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip.DOL 1.25 TC 0.82 Vert(LL) 0.27 5-6 >305 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.23 5-6 >358 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.08 5 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -AS Weight: 27 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. REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=278(LC 12) Max Uplift 4=-161(LC 12), 2=-195(LC 12), 5=-24(LC 12) Max Grav 4=178(LC 17), 2=359(LC 1), 5=139(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 3-8=-808/787 BOT CHORD 2-6=-1077/888, 3-6=-846/1027 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(f) 2-8-0 to 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to the use of this truss component. ,,�1�� 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ,%� Qv N , V� �If� 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 � OQ� will fit between the bottom chord and any other members..••�C E AI 5) Refer to girder(s) for truss to truss connections. ♦ •• V `SF�••, ��� 6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/fPI 1 angle to grain formula. Building designer should verify No 68182 � 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 Gt=lb) 4=16112=195. 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 �'l7 : C[ Z sheetrock be applied directly to the bottom chord. ��O : ST O F i Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 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 ANSI?PII 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 OGy Ply 2265 CR 3CAR BLK 160 T24774114 2819575 E7V3 JACK -OPEN 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2UZ1 MI I eK Inoustnes, inc. I nu JUI zz u`J:ue:l1 zuzl rage 1 ID:6gDIOH2OVegl Nki sxoNemzyuULB-UW31PxfDOR_70TYA2TulbfKPGujO3jsDJaODbcyvZ7s 1-4-0 1-6-8 4-1-2 7-0.0 1.4-0 1.6-8 2-6.10 2-10-14 3.50 12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.08 3-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(CT) -0.17 3-7 >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.23 Horz(CT) -0.07 7 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 5=Mechanical, 7=Mechanical, 2=0-8-0 Max Horz 2=278(LC 12) Max Uplift 6= 69(LC 12), 7=-126(LC 12), 2=-218(LC 12) Max Grav 5=58(LC 17), 7=228(LC 17), 2=317(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-9=-273/63, 3-4— 279/348 BOT CHORD 3-7=-677/400 WEBS 4-7=-463/786 Scale=1:22.6 Io PLATES GRIP MT20 244/190 Weight: 31 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. 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 6-11-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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) na 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)•Refer to girder(s) for truss to truss connections. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except Qt=lb) Z=126, 2=218. 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. �>1111111/��I Ppt17 JO No 68'182 cc � �0:• S OF � Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 McTek' 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 ANS11TPI1 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 Oily Ply 2265 CR 3CAR BLK 160 T24774115 2819575 E22 Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), _ Plant City, FL - 33567, 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. l hu Jul 22 09:09:062021 rage 1 I D:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-8YFPMDb4CuMgHifD FwlaucdhNt640VGU9JJSvOyvZ7x 2-2-8 2-2-8 N N N O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) -0.00 6 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.00 6 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=67(LC 12) Max Uplift 1=-27(LC 12), 2=-56(LC 12), 3=-7(LC 12) Max Grav 1=81(LC 17), 2=57(LC 17), 3=38(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:10.1 PLATES GRIP MT20 244/190 Weight: 7lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-8 oc purlins. 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=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 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 atjoint(s) 1, 2, 3. �O>��QUI N •�� �� ,ENS No 68'182 /yam r S OF '4/• ` �101r111111 1% Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ally Ply 2265 CR 3CAR BLK 160 T24774116 2819575 G1 Special Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:11 2021 Page 1 ID:6gDIOH2OVegl NkisxoNemzyuULB-UW31PxfDOR_701YA2TulbfKT8ufu3jFDJaODbcyvZ7s -1-4-0 4-9-6 9-4-0 13-10-10 18-8.0 ' 1-4-0 4-9-6 46 = Scale=1:33.1 4x4 = 5x8 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) -0.12 7-10 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.25 7-10 >889 180 BCLL 0.0 Rep Stress Incr YES WB0.21 Horz(CT) 0.03 . 6 n/a n/a BCDL 10.0 Code FBC202OfTP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 6=Mechanical, 2=0-8-0 Max Horz 2=213(LC 11) Max Uplift 6=-384(LC 12), 2=-508(LC 12) Max Gram 6=688(LC 1),2=765(LC 1) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1160/1057, 3-4=-876/779, 4-5=-8777797, 5-6=-1169/1070 BOT CHORD 2-7=-862/1052, 6-7=-849/1031 WEBS 4-7=-335/531, 5-7= 402/515, 3-7=-389/498 9-4-0 PLATES. GRIP MT20 244/190 Weight: 83 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. 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 9-4-0, Extedor(2R) 9-4-0 to 13-4-0, Interior(1) 13-4-0 to 18-8-0 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 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. 6)•Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 6=384, 2=508. 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. IT m ,1%% otl U N J•.�CEIVS.1 �. i� No 68182 ?�•cc ' S A. OF ' 4U i ''SS�NAX- Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 ANSI?P11 Duality 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 Jab Truss Truss Type City Ply 2265 CR 3CAR BLK 160 T24774117 2819575 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 mi I eK Inaustries, Inc. I nu Jul 22 U9:U9:1 / 2U21 rage I ID:6gDIOH2OVeglNklsxoNemzyuULB-JgQag-j_cHIG60?KOk?9rwaQiJhATG06hWTXoFyvZ7m 1-4-0 7-0.0 9-0-12 11- 12-0-0 17-0-0 19-4-0 23-8-12 28-8-0 30-0-0 1-4-0 7-0-0 2-0-12 10- 2-0-12 5-0-0 2.4-0 4-4-12 4-11-4 4x4 11 L-MOM Scale = 1:53.1 ST1.5x8 STP = 2x4 11 4x8 = 8x10 = 5x6 = 4x8 = ST1.5x8 STP= 3x8 7-0-0 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.36 13 >969 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Vert(CT) -0.43 13 >797 180 BCLL 0.0 Rep Stress Incr NO WB 0.93 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2020[TP12014 Matrix -MS Weight: 174 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-3-4 oc purlins. 13: 2x4 SP M 31, 3-6: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-0-10 oc bracing. BOT CHORD 2x6 SP M 26 *Except* 9-12: 2x6SP No.2 WEBS 2x4 SP No.3 *Except* 13-14: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 9=0-8-0 Max Horz 2=219(LC 7) Max Uplift 2=-1441(LC 8), 9=-1050(LC 8) Max Grav 2=2402(LC 1), 9=1727(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4786/2702, 3-4=-4946/2896, 4-5=-5124/2981, 5-6=-5121/2978, 6-7= 2992/1752, 7-8=-3037/1732, 8-9= 3301/1920 BOT CHORD 2-15=-2212/4209, 14-15=-2219/4231, 13-14=-2624/4965, 11-13=-2142/4116, 9-11— 1566/2933 WEBS 3-15=-157/576, 3-14=-830/1400, 4-14=-373/235, 5-13=-264/265, 6-13=-772/1211, 6-1 1=-2601/1588,7-11=-1355/2453, 8-11=-367/348, 4-13=-128/575 ♦,`,/11111 L 11 /1j�,' . N NOTES- ♦♦� N ........ 4 1) Unbalanced roof live loads have been considered for this design. ���♦ ,� \Ci EN S �� 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. V F•• 00 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 NO 68182 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. !'>3 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 � $T OF will fit between the bottom chord and any other members. 1 Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) .4% Q;•' N_`♦� 2=144119=1050. tj,� • O R 1 `:? ♦�� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 147 lb up at ♦ S • • • • • 7-0-0, and 87 lb down and 164 lb up at 9-0-12 on top chord, and 371 lb down and 194 lb up at 7-0-0, and 65 lb down at 9-0-12, and ��I� �� N %�, r,�♦♦ 1251 lb down and 699 lb up at 9-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. Joaquin Velez PE No.68182 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 LOAD CASE(S) Standard Date: July 22,2021 Continued on Daae 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 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/TPII Quality Criteria, DSO-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 (My Ply 2265 CR 3CAR BLK 160 T24774117 2819575 G7 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:17 2021 Page 2 ID:6gDIOH2OVeg1NklsxoNemzyuULB-JgQag-j_cHIG60?KOk?9nvaQlJhATG06hWTXoFyvZ7m LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-6=-54, 6-7=-54, 7-10= 54, 2-9=-20 Copcentrated Loads (lb) Vert: 3=-114(F) 15=-371(F) 14=-40(F) 4=-87(F) 21=-1251(F) 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 . 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 ANSYTPII 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 3CAR BLK 160 T24774118 2819575 G9 Hip Truss 1 1 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:18 2021 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-ns_ytKkcNat7jYaW yRW ON87huj?uCtVFwAD5LiyvZ71 1-4-0 4.6-10 9-0-0 14-4-0 19-8.0 24-1-7 28-8-0 30-0-0 , -4-0� 4-6-10 4-5-7 5.4-0 5.4-0 4-5.6 1-4-0 it 0 4x6 = 3x4 = 522 23 24 46 = 4x4 = 3x8 = 4x4 = 3x8 = 4x4 = Scale = 1:52.1 9.0-0 10-6-0 19-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.47 W-12 >724 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020fFP12014 Matrix -AS Weight: 140 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, 8=0-8-0 Max Horz 2=-213(LC 10) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1133(LC 1), 8=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1976/1346, 3-4=-1706/1114, 4-5=-1489/1081, 5-6=-1489/1081; 6-7=-1706/1114, 7-8=-1976/1346 BOT CHORD 2-12=-1057/1768, 10-12=-914/1665, 8-10=-1088/1746 WEBS 3-12=-359/401, 4-12=-211/503, 5-12=-328/27115-10=-328/271, 6-10=-211/503, 7-10=-360/401 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 9-0-0, Exterior(2R) 9-0-0 111111111/I, 1.0j, to 14-7-14, Interior(1) 14-7-14 to 19-8-0, Exterior(2R) 19-8-0 to 25-3-14, Interior(1) 25-3-14 to 30-0-0 zone;C-C for members and �� forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 ,N,IQU,N , G /� '• 1 �i� 3) Building Designer/ Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� ••'� E S % V F•••. �� to the use of this truss component. 4) Provide adequate drainage to prevent water ponding. NO 68182 •: 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) except Gt=lb) -0 : cc Z 2=711, 8=711. i 1 •; S OF 4/ Z 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. .0 0 • 4u ,���� • �� �; ' O R ���,` Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 .A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 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 City Ply 2265 CR 3CAR BLK 160 T24774119 2819575 G11 Hip Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 Zu21 mi I eK Inausines, Inc. I nu Jut zz ua:ua:lz zuzl rage 1 I D:ZYc6AOG N bVAf Fo43ovpJT9ypvsQ-zi dhcHfrnk7_?d7NcB P_Bttcslz7o9cNXEmm72yvZ7r -1-4-0 6-6-0 11-0.0 15-0-0 15-9-p 18-5-8 22-5-15 28-8.0 30.0-0 1-4-0 6-6-0 4-6-0 4-0-0 9• 2.8-0 4-0-6 6-2-2 1-4-0 Scale=1:53.1 5x6 = 4x4 = 4 5 64x4 = 4x4 = 4x4 = 3x4 = 3x8 =3x4 = 3x8 = 3x6 15-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATESGRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.24 11-20 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.61 11-20 >675 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2020frP12014 Matrix -AS Weight: 156 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, 9=0-8-0 Max Horz 2=-254(LC 10) Max Uplift 2=-711(LC 12), 9=-711(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1883/1285, 3-4=-1682/1207, 4-5=-1366/1093, 5-6=-1463/1149, 6-7=-1385/1045, 7-8=-1599/1102, 8-9=-1879/1276. BOT CHORD 2-14=-972/1680, 13-14=-624/1296, 11-13=-711/1444, 9-11=-997/1650 WEBS 3-14=-375/417, 4-14=-247/499, 5-13=-270/401; 6-13=-505/355, 7-11=-278/509, 8-11=-400/424 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. ttlill ll Ill;fll'' IN 11 -0 forc0 t MWFRS foes ior(l s9-8 to 18-Lumber DOL ( 60 pa a grip2D01-6, In6tOerior(i) 241 6oto 0 0 0 zone C C for members and ,,�`��pP;Qc E NVF��� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific •• V� SF�•• ��� to the use of this truss component. NO 68182 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. �'� : ! C s 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) S F C(/� =711, 9=711. � O ••�(/ v 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. tj� • R �•. �� N A� Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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/?Pil 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 City Ply 2265 CR 3CAR BLK 160 T24774120 2819575 G13 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 Mrl ek Industries, Inc. I nu Jul 22 U9:U9:13 ZU21 Hage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-RuB3gdgTY2FrdnhZ9uwDg4QkNi IgXRwW muVKfUyvZ7q -1-4-0 6-9.4 13-0-0 17-9-8 20-5-8 28-8-0 30-0-0 T. 6-9.4 6-2-12 4-9-8 2- 8-2-8 8-2-8 r1-4-0 Scale=1:54.1 4x6 = 6.00 FIT 4x4 = 3x4 = 3x4 = 4x8 = 2x4 11 3x4 9.2-0 17-9-8 20-5-8 28-8-0 9.2.0 8-7-8 2-8-0 B-2-8 Plate Offsets (X Y)-- [3:0-3-0 0-3-0] [6:0-4-0 0-1-15j, [7:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp.DOL 1.25 TC 0.74 Vert(LL) -0.24 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.41 10-12 >830 180 BCLL 0.0 Rep Stress Incr YES WB 0.97 Horz(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS Weight: 144lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except` TOP CHORD Structural wood sheathing directly applied. 5-6: 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2= 711(LC 12), 7=-711(LC 12) Max Grav 2=1306(LC 17), 7=1303(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2128/1298, 3-4=-1949/1252, 4-5=-2238/1580, 5-6=-1983/1346, 6-7= 2052/1274 BOT CHORD 2-12=-991/2072, 10-12=-542/1393, 9-10=-946/1759, 7-9=-947/1767 WEBS 3-12=-432/477, 4-12=-334/840, 4-10=-790/1257, 5-10=-1079/836, 6-10— 179/470 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) `,t11111111111� �I�� 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 20-5-8, Exterior(2R) 20-5-8 to 24-5-8, Interior(1) 24-5-8 to 30-0-0 zone;C-C for members and forces MW FRS for Lumber DOL=1.60 DOL=1.60 `,t,� QvIN VF & reactions shown; plate grip �� 0 ....... • , E • 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific ,�� .•'� G N 8 • V F•�•. to the use of this truss component. •� 4) Provide adequate drainage to prevent water ponding. NO 68182 •: 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)1' 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 Qt=lb) �'17 2=711, 7=711. 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 be directly bottom i 10 S T OF 44/ Z . Q • �(/: ,i-**�(� P sheetrock applied to the chord. •4 O R �N�,� �SSO N A` 1.►nu1 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 MOW Idly l Is always required for stability and to prevent collapsewithpossible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS//TP11 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 3CAR BLK 160 T24774121 2819575 G15 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s dun z zuzi ml I eK Inousines, Inc. I nu dui zz ua:ua:i4 zuz I rage I ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-v5kR1 zh5JMNhFxGIjbSSDlyws5ejG_Ag7YFtCwyvZ7p -1-4-0 , 6-9.4 13-0-0 19-9.8 , 22-5-8 _, 28-8-0 30-0-0 1-4-0 6-9-4 13 0;0 6-9-8 2-8-0 6-2-8 1-4-0 ' 5x6 = 6.00 F12 Scale=1:54.1 3x4 = 3x4 = 3x4 = 3x4 = 4x4 = 3x4 = 9-2=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 YES BCDL 10.0 Code FBC2020/TPI2014 1-8 CSI. DEFL. in (loc) I/defl Ud TC 0.70 Vert(LL) -0.2010-12 >999 240 BC .0.89 Vert(CT) -0.3512-15 >971 180 WB 0.58 Horz(CT) 0.08 7 n/a n/a Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Horz 2=-295(LC 10) Max Uplift 2=-711(LC 12), 7=-711(LC 12) Max Grav 2=1301(LC 17), 7=1298(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2110/1281, 3-4=-1930/1233, 4-5=-2039/1333, 5-6=-1948/1296, 6-7=-2157/1311 BOT CHORD 2-12= 980/2056, 10-12=-539/1389, 9-10=-1281/2300; 7-9=-1001/1863 WEBS 3-12=-434/466, 4-12=-330/815, 4-10=-523/1028, 5-9= 662/482, 6-9=-332/726, 5-10=-885/741 PLATES GRIP MT20 244/190 Weight: 138 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES - I) 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 13-0-0, Exterior(2R) 13-0-0 to 17-0-0, Interior(1) 17-0-0 to 22-5-8, Exterior(2R) 22-5-8 to 26-5-8, Interior(1) 26-5-8 to 30-0-0 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)0' 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 (jt=lb) 2=711, 7=711. 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. t'r vt m M Ia 0 %��pUIN ►VF���ii I ,gyp' \ G E N No 68182 S OF .'441 /0 N A ; e�J,�,• ►►nu Joaquin Velez PE No.68182 MITek USA, Inc. FL Gert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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/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 3CAR BLK 160 T24774122 2819575 G17 Special Truss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 ZU21 MI 1 eK Inaustnes, Inc. I nu Jul 22 uv:uv:lb 2U21 rage 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-NHIpFlij4fVYs4rxHJzhl VV4SV_z?RupEC_QkNyvZ7o -1-4-0 6-9.4 13-0-0 19-4-16 , 21-9-8_ _, 24-5-8 28-8-0 1-4-0 6-9-4 6.2-12 6-4-10 2-4-14 2-8-0 4-N 1-40 4x6 = 6.00 12 Scale=1:54.1 4x4 = 3x4 = 3x4 = 3x4 = 3x10 = 3x4 = 16-10-0 9-2-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) -0.22 11-13 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.88 Vert(CT) -0.36 13-16 >943 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.08 8 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -AS LUMBER- BRACING - 4-2-8 PLATES GRIP MT20 244/190 Weight: 141 lb FT = 20% 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, 8=0-8-0 Max Horz 2=295(LC 11) Max Uplift 2=-711(LC 12), 8=-711(LC 12) Max Grav 2=1299(LC 17), 8=1297(LC 18) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2106/1273, 3-4=-1926/1219, 4-5=-2080/1349, 5-6=-3256/1990, 6-7=-2847/1723, 7-8=-2228/1375 BOT CHORD 2-13=-972/2053, 11-13=-528/1383, 10-11= 1209/2274, 8-10=-1070/1955 WEBS 3-13=-436/472, 4-13=-332/817, 4-11=-553/1090, 5-11=-888/708, 5-10=-588/1055, 6-1 0=-1 400/932, 7-10=-589/1141 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. %tt,1111111111 113 0 0 to1Ee 7-0-0, Interior(l) 17 0 0 to 241 5-8, Exterior(2R 24 5 8 to(28-8-O�ntterior(8) 28n8 0 to 30 0 Oterior(l) 2-8-Ozone C C for memberrss)and ,,,�OPQU�N forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 , ' • Cr E N S ' • 1 ��� 3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific :� V� F�'•, �� to the use of this truss component. No 68182 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. �'0 : c Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 5 % S OF r 44J Z 2=711, 8=711. 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•'•'C4 Q Q;•' sheetrock be applied directly to the bottom chord. tj�Si � •.., R ; . • 1;� % O N A, -����. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANSIOTPlf 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 Qty Ply 2265 CR 3CAR BLK 160 T24774123 2819575 G19 Special Truss 1 1 Job Reference (optional) Builders FlrstSource (Plant (Arty, FL), Plant Glty, FL - 33bb/, u.43u s dun Z ZUZI mi I eK InuUslnes, Inc. I nu jut ZZ UJ:Uy: io ZUZ I rage I ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-rTsBSei LrzdPUEQ8rOUwlj2ENvJ8kgnySsk_GpyvZ7n 1-4-01 5-0.6 6-9-4 8-4-11 13-0-0 19-2-12 23.9-8 _ 26-5-6 28.8-0 30-0-0, 1-4-0 5-0-6 1-8-14 1-7-7 4-7-5 6-2-12 4.6-12 2-8-0 2-2-8 i 1-4-0 4x6 = 6.00 F12 Scale = 1:54.1 3x4 3x4 = 3x4 = 3x4 = 4x12 = 3x4 = 26-5.8 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 NO Code FBC2020/TP12014 CSI. TC 0.82 BC 0.95 WB 0.89 Matrix -MS DEFL. in (loc) I/deft Ud Vert(LL) 0.37 10-11 >936 240 Vert(CT) -0.54 10-11 >634 180 Horz(CT) 0.07 8 n/a n/a PLATES GRIP MT20 2441190 Weight: 141 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-2-6 cc purlins. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 5-9-3 oc bracing. 2-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=-295(LC 6) Max Uplift 2=-712(LC 8), 8=-718(LC 8) Max Grav 2=1292(LC 13), 8=1266(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2090/1086, 3-4=-1910/1040, 4-5=-2104/1144, 5-6= 4745/2333, 6-7=-3956/1891, 7-8=-2290/1130 BOT CHORD 2-13=-792/2037, 11-13=-398/1371, 10-11=-1000/2233, 8-10=-893/2021 WEBS 3-13=-436/424, 4-13= 288/811, 4-11=-475/1129, 5-11=-831/607, 5-1 0=-1 121/2451, 6-10= 2206/1173, 7-10=-952/2107 NOTES- 1) Unbalanced roof live loads have been considered for this design. Itt t II II II If 111 /11� 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. ``�� QUIN VF II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 load loading �%0 ENS •� �i� 3) Building Designer/ Project engineer responsible for verifying applied roof live shown covers rain requirements specific V F•••. �� 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. No 68182 �� = 6)— This truss has been designed for a jive 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. bearing 100 lb except Qt=lb) � -0 : t cI, Z 7) Provide mechanical connection (by others) of truss to plate capable of withstanding uplift at joint(s) 2=712, 8=718. 8) 41anger(s) or other connection devices) shall be provided sufficient tosupport concentrated load(s) 6 lb down and 10 lb up at device(s) is 441 i- '. S OF s `41 � 10% _:A/ T '• 26-5-8 on top chord, and 5 lb down and 23 lb up at 26-4-12 on bottom chord. The design/selection of such connection ��j� i 0 the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ... ......... �O LOAD CASE(S) Standard )1111111 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Joaquin Velez PE No.68182 Uniform Loads (plf) MTek USA, Inc. FL Cert 6634 Vert: 1-4=-54, 4-6= 54; 6-7=-54, 7-9=-54, 14-17=-20 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 Continued on a e 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 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?PII 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 Qty Ply 2265 CR 3CAR BLK 160 T24774123 2819575 G19 Special Truss 1 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MI I eK Industries, Inc. I nu Jul 22 u9:U9:lri 2U21 Page 2 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-rTsBSei LrzdPUEQ8r0Uwli2ENvJ8kgnySsk_GpyvZ7n LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 7=9(B) 22=-5(B) A WARNING - Verify designparameters 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 ANS11TPll 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 ' City Ply 2265 CR 3CAR BLK 160 T24774124 2819575 GX Special Truss 1 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL - 33567, , 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:20 2021 Page 1 ID:6gDIOH2OVegl Nkl sxoNemzyuULB-kF6ilOmsvC7rzskv4sYsSZC2dWtsggLYNUiBPayvZ7j 1-4-0 9.4-0 18.8-0 1-4.0 9.4-0 9.4-0 Scale=1:35.3 4x4 = m Io 5x6 = 1B-B-0 Plate Offsets (X Y)-- [2:0-4-0 0-1-15] [3:0-3-10,0-2-0] [9:0-3-10,0-2-0], [10:0-4-0,0-1-151, [15:0-3-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) -0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) -0.00 11 n/r 120 BCLL 0.0 Rep Stress Incr YES W B . 0.09 Horz(CT) 0.00 10 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-S Weight: 97 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc puffins. BOT CHORD 2x4 SP No.2 P BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 18-8-0. (lb) - Max Horz 2=-206(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-199(LC 12), 10=-199(LC 12), 16=-117(LC 12), 17=-118(LC 12), 18=-118(LC 12), 14— 117(LC 12), 13=-118(LC 12), 12=-118(LC 12) Max Grav All reactions 250 lb or less at joint(s) 2, 10, 15, 16, 17, 18, 14, 13, 12 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=-101/329, 6-7=-101/329 WEBS 3-18— 175/300, 9-12=-172/298 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 Corner(3E) -1-4-0 to 2-8-0, Exterior(2N) 2-8-0 to 9-4-0, Comer(3R) 9-4-0 to 13-470, Exterior(2N) 13-4-0 to 20-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate ,,tl11111111111 grip DOL=1.60 ,,�� QVIN VF �J�� 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry ,,� Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. ,� , ,•'�C, E IV S'• i� 4) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific V F•••. �� to the use of this truss component. No 68182 5) All plates are 2x4 MT20 unless otherwise indicated. 6rGable requires continuous bottom chord bearing. * : •: 7) Gable studs spaced at 2-0-0 cc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �'O : Q 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 �0 ; S OF �44/ 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 0'00 T''.;c4 Q Q`,: ��,%� used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other 10:1 O R �. •, G protection 5 treatment � is required, and Gi galvanizedtcorrode plates. tplasmay bese ud wtih thisdesign. Incising factors have Inot been considered for this ,s used, improved corrosion DJ*'rI 'll N A` design. Building designer to Verify suitability of this product for its intended use.111 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 199 lb uplift at joint 2, 199 lb uplift at Joaquin Velez PE No.68182 joint 10, 117 lb uplift at joint 16,118 lb uplift at joint 17, 118 lb uplift at joint 18, 117 lb uplift at joint 14, 118 lb uplift at joint 13 and MTek USA, Inc. FL Cert 66M 118 lb uplift at joint 12. 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ' Gly Ply 2265 CR 3CAR BLK 160 T24774125 2819575 M Roof Special 3 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 6.43U s Jun 2 Zun MI I eK inausines, Inc. I nu JUt zz Uu:uk:ZZ zuei rage i ID:6gDIOH2OVeglNklsxoNemzyuULB-gdDSjin6RpNZC9tlBHbKY HGGKNzBdnrroBlUTyvZ7h 1-4-0 6-7-4 12-8-0 13-8-0 21-4.0 22-1.1 1-4-0 6-7-4 6-0-12 1-0-0 7-8-0 1-4-0 5x8 3x6 3x4 = 3x8 I I 2x4 11 148 = 6-11 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/FPI2014 CSI. TC 0.73 BC 0.86 WB 0.48 Matrix -AS DEFL. in Vert(LL) 0.23 Vert(CT) 0.20 Horz(CT) -0.02 (loc) I/clef] Ud 8-21 >394 240 8-21 >454 180 8 n/a n/a PLATES MT20 Weight: 109lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied. Except: 4-11: 2x4 SP No.3 3-11-0 oc bracing: 9-11 WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 9 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 6=0-4-0, 8=0-4-0 Max Horz 2=419(LC 11) Max Uplift 2=-714(LC 12), 6=-479(LC 12), 8=-828(LC 12) Max Grav 2=577(L6 1), 6=371(LC 22), 8=838(LG 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-627/1605, 3-4=-212/510; 4-5=-291/724, 5-6=-218/386 BOT CHORD 2-12=-1501/512, 11-12— 1501/512, 9-11— 1030/342, 4-9=-529/193 WEBS 3-12=-709/252, 3-11=-524/1411, 5-8=-428/748, 4-8= 399/367 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, Extedor(2R) 12-8-0 to 16-8-0, Interjor(1) 16-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; 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 714 lb uplift at joint 2, 479 lb uplift at joint 6 and 828 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. Scale=1:45.4 0 0 N GRIP 244/190 FT = 20% �/►11111/III `���` PptUIN ►/F����, N S No 68'182 r r S 0 F i 0 N Al-���`. 4/1.1711110", Joaquin Velez PE No.68182 M)Tek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 ® 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 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 ANS11TPI1 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 Ofy Ply 2265 CR 3CAR BLK 160 T24774126 2819575 M01 MONOPITCH 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 1-4-0 i 4x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:22 2021 Page 1 ID:6gDIOH2OVegiNkisxoNemzyuULB-gdDSjin6RpNZC9tlBHbKY HFHKOBBghrroBlUTyvZ7h 7-8-0 2x4 II 3x6 II 4 3x10 II Scale=1:27.2 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/TPI2014 CSI. TIC 0.80 BC 0.78 WB 0.29 Matrix -AS DEFL. in (loc) I/deft Ud Vert(LL) 0.20 6-10 >432 240 Vert(CT) 0.18 6-10 >479 180 Horz(CT) -0.01 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 43lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural. wood sheathing directly applied, except end verticals. BOT CHORD 2x6 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-3-8, 2=0-4-0 Max Horz 2=303(LC 9) Max Uplift 6= 284(LC 12), 2=-450(LC 12) Max Grav 6=25B(LC 1), 2=370(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. TOP CHORD 2-3=-348/224, 3-4=-312/341, 4-5=-475/428 WEBS 3-6=-646/976 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 7-6-4 zone; cantilever left and right exposed ; end vertical right exposed; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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. . ,,�� Quf N 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 between bottom ,% ON ... 4.. I1 , IV S •• ��� will fit the chord and any other members. ,�� .•'� ('r ti F�'•• �� 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 284 lb uplift at joint 6 and 450 lb uplift at •' joint 2. No 68182 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum , •% sheetrock be applied directly to the bottom chord. * c 3 S OF •:�<C/� ,<OR1OQ'C?N.% ;O N A` S %%% Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa K 33610 Date: July 22,2021 A WARNING - Verity designparameters 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 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'* ANS117Pll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2670 Crairf Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610 Job Truss Truss Type ' Qty Ply 2265 CR 3CAR BLK 160 T24774127 2819575 MG Flat Girder 1 2 Job Reference (optional) Builders FtrstSource (Plant city, I-L), Plant cny, FL - ULMI, - a.4sU s Jun Z ZUGI MI I eK rrioustnes, Inu. I nu JUI ZZ ud;m ea ZVZ I raye i ID:6gDIOH2OVeglNkisxoNemzyuULB-Bgnrw2okB7VQgJSUI_6Z4BgZSkmst4C_3SwsOvyvZ7g 3-8.8 7-4-0 3.8-8 3.7-8 2x4 11 4x4 = 3x10 11 3x4 = Im m 0 Scale=1:26.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) 0.03 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 Stresslncr NO WB 0.47 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP Weight: 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 3=0-8-0, 5=0-3-8 Max Horz 5= 277(LC 6) Max Uplift 3=-934(LC 8), 5=-1126(LC 8) Max Grav 3=1868(LC 1), 5=2207(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2871/1436 BOT CHORD 4-5=-1226/2553, 3-4=-1226/2553 WEBS 2-5=-2904/1545, 2-4=-1140/2442 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 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: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. i e LOAD CASES section. PI to 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in () y 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=401t; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 934 lb uplift at joint 3 and 1126 lb uplift lit joint 5. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1182 lb down and 596 lb up at 1-4-12, and 1181 lb down and 596 lb up at 3-4-12, and 1181 lb down and 599 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 Uniform Loads (plf) Vert: 1-3— 54, 5-6=-20 ,`0111111//11.,,, OPN VF�� .''DENS �.0 No 68182 r r ; Q. Z S OF 44/ RIV *6111/O N Joaquin Velez PE No.68182 MiTek USA, Inc. R. Cert 6634 6904 Parke East Blvd. Tampa R. 33610 Date: July 22,2021 Continued on a e 2 Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 10II-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 MOWis always required for stability and to prevent collapse with possible personal injury and property damage. For genera( guidance regarding the fabrication, storage, delivery, erection and bracing. of trusses and truss systems, see . ANSUTPI1 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 1 Qty Ply 2265 CR 3CAR BLK 160 T24774127 2819575 MG Flat Girder 1 2 Job Reference (optional) Builders First5ource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:23 2021 Page 2 - ID:6gDIOH2OVeg1NklsxoNemzyuULB-Bgnrw2okB7VQgJSUI_6Z4BgZSkmst4C_3SwsOvyvZ7g LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=-1182(B) 10=-1181(B) 11=-1181(B) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE'M11-7473 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 membersonly. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSYTPI1 Quality Criteria, OSB-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 3CAR BLK 160 T24774128 2819575 MX GABLE 1 1 Job Reference (optional) Builders Firstbource (viant Uity, FL), flan Lmy, FL - ddbtif, ti.4JU 3 JUU Z ZUG I IVII I UK IIIUUJUlUb, II IF I I IU JUI LL UD.­GUG I rayo I ID:6gD IOH2OVegl Nkl sxoNemzyuULB-cOLDBNpNyQdHRT1 gJidodPNbC75EcX1816gPYLyvZ7f 1-4-0 6-7-4' 12-8-0 13-8-0 21-4-0 22-8-0 1-4-0 6-7-4 6.0-12 1-0-0 7-8.0 1-4-0 O1 6xB 4x4 — 4x6 = 3x6 11 6 Scale=1:42.3 m I17 a O a N 4- 6-7-4 13-8-0 1 -0 8 20-11-8 2 -4 0 4- 6-2-12 7.0-12 -4- 6-11-0 -4- Plate Offsets (X Y)-- [2.0-3-8 Edne] [2.0-6-9 0-2-8] [5.0-5-14 0-3-0] [8.0-4-0 0-2-1] [10:0-3-8 0-3-0] [15:0-1-14 0-1-0] [18:0-1-14 0-1-01 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.19 10-35 >462 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.75 Vert(CT) 0.17 10-35 >530 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.49 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code FBC2020ITP12014 Matrix -AS Weight: 139 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. Except: WEBS 2x4 SP No.3 5-3-0 oc bracing: 11-13 OTHERS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 11 WEDGE Left: 2x4 SP No.3 REACTIONS. (size) 2=0-4-0, 8=0-4-0, 10=0-4-0 Max Horz 2=401(LC 11) Max Uplift 2= 699(LC 12), 8=-422(LC 12), 10— 901(LC 12) Max Grav 2=557(LC 21), 8=339(LC 22), 10=890(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-4= 639/1585, 4-5=-191/384, 5-6=-303/45B BOT CHORD 2-14— 1528/526, 13-14=-1536/525, 11-13=-1015/340, 5-11=-659/230 WEBS 4-14=-695/251, 4-13=-565/1518, 6-10=-401/793, 5-10=-437/391 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 12-8-0, Exterior(2R) 12-8-0 to 16-8-0, Intedor(1) 16-8-0 to 22-8-0 zone; cantilever left and right exposed ; end vertical left and right exposed; 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) 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/fPI 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) `i his 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 699 lb uplift at joint 2, 422 lb uplift at joint 8 and 901 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 112" gypsum sheetrock be applied directly to the bottom chord. �o PQv � N 1 VE� �•,,� 4_,O ........ E N S �, ••\'\ 4 • No 68182 • = CC Z • ..53 ST OF '4/100 • 41 . "J"O N Ak- /.111111 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and 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 ANSbTPII 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 ` Gty Ply 2265 CR 3CAR BLK 160 T24774129 2819575 MX1 GABLE 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, t1.43U s Jun z zuzi mi I eK Inausmes, Inc. I nu,lui zz ua:ue:zo zuz i rage i ID:6gDIOH2OVeglNklsxoNemzyuULB-4CvbLjp7jkl83dcssP819cvs4XY9L5LHXmPy4oyvZ7e -1-4-0 4-0.0 8-0-0 9-4-0 1-4-0 4.0-0 4-0-0 1.4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 4x4 = 3x4 5 3x4 Scale=1:20.4 48 = 48 = 3-7-8 SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP Plate Grip DOL 1.25 TIC 0.44 Vert(LL) 0.02 8-13 >999 240 MT20 244/190 Lumber DOL 1.25 BC 0.32 Vert(CT) 0.02 8-13 >999 180 Rep Stress Incr YES W B . 0.04 Horz(CT) -0.00 6 n/a n/a Code FBC2020/TPI2014 Matrix -AS Weight: 40 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 2=0-4-0, 6=0-4-0 Max Horz 2=-96(LC 10) Max Uplift 2— 452(LC 12), 6=-452(LC 12) Max Grav 2=368(LC 1), 6=368(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-4=-260/971, 4-6=-260/971 BOT CHORD 2-8= 655/207, 6-8=-655/207 WEBS 4-8=-441/120 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. jl; 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 4-0-0, Exterior(2R) 4-0-0' to 8-0-0, Interior(1) 8-0-0 to 9-4-0 zone; cantilever left and right exposed ; end vertical left and right exposed; 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) 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/fPI 1. 4) Building Designer / Project engineer responsible for verifying applied roof jive load shown covers rain loading requirements specific to the use of this truss component. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 452 lb uplift at joint 2 and 452 lb uplift at joint 6. 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. Ittillitrr//���I ,,�,,�� PptU I N ►/F� �i�! t �♦ J� G E N No 68182 �IZ Z -Jp S OF .: �4U Joaquin Velez PE No.68182 MITek USA, Inc. Fl. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 m v 0 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 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 ANS117P/1 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 3CAR BLK 160 T24774130 2819575 PB Piggyback Truss 5 ' 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant Olty, FL - 33551, ts.46u s ,tun z zun MI I ex Inausmes, Inc. I nu dw zz uWa:zo 4UZ r rdye r ID:6gDIOH2OVegl Nkl sxoNemzyuULB-YPTzY3gdU2t_hnB3Q7fGigS6Sxx74YDRIQ9W dEyvZ7d 2-4-0 4-8-0 2-4-0 2-4-0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 3x4 = 2x4 = 2x4 = SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 4 n/r 120 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 n/r 120 Rep Stress Incr YES WE 0.00 Horz(CT) 0.00 4 n/a n/a Code FBC2020ITP12014 Matrix-P REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-41(LC 10) Max Uplift 2= 110(LC 12), 4=-11 O(LC 12) Max Gram 2=135(LC 1), 4=135(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - Scale = 1:9.1 PLATES GRIP MT20 244/190 Weight: 12 lb FT = 20 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc puriins. 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=458; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(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 110 lb uplift at joint 2 and 110 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 1m 0 0 6 `,�I111111/1/�� I N J . • CENS • ��''. No 68182 cc = O:. OF 'fit S�0 N A11111 � E�o�� Joaquin Velez PE No.68182 MITek USA, Inc. FL Cert 6634 69D4 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 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 ANSM11 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 —` O y Ply 2265 CR 3CAR BLK 160 T24774131 2819575 P131 Piggyback Truss 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 2-0-0 2x4 = 8.430 s Jun 2 2021 MiTek Industries, Inc. I nu Jul 22 09:09:27 2U21 rage 1 ID:6gDIOH2OVeglNklsxoNemzyuULB-Ob1LmPrFFL7rIxmF_gAVE17HELGEp7Ta_4u39gyvZ7c 2-8-0 4-8-0 0-8.0 2-0.0 4x4 11 4-8-0 4-8-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TIC 0.08 Vert(LL) 0.00 4 n/r 120 TCDL 7.0 Lumber DOL 1.25 BC 0.09 VeR(CT) 0.00 4 n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 n/a n/a BCDL 10.0 Code FBC2020/TP12014 Matrix-P LUMBER- BRACING - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-37(LC 10) Max Uplift 2=-11 O(LC 12), 4=-11 O(LC 12) Max Grav 2=135(LC 1), 4=135(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale =1:9.2 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pudins. 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. 11; 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 110 lb uplift at joint 2 and 110 lb uplift at joint 4. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. ,`,,ttIi1111/1���,, 01. VFW �i No 68182 • r r -0 /Y- • �L • 00 .00. CC ,i���sS�O I hill Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 22,2021 0 6 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 WOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Duality 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 OR 30AR BLK 160 T24774132 2819575 R2 Jack -Open Truss 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.430 s Jun 2 2021 MiTek Industries, Inc. Thu Jul 22 09:09:28 2021 Page 1 I D:ZYc6AOG NbVAf Fo43ovpJT9ypvsQ-VnbkzlstOf8iw4LRYYikn FXP EIcFYS ij Dkedh7yvZ7b -1-10-10 3-1-8 1-10-10 3-1-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.01 4-7 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2020/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=130(LC 8) Max Uplift 3=-24(LC 5), 2=-234(LC 8), 4=-3(LC 1) Max Grav 3=32(LC 15), 2=173(LC 1), 4=32(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale=1:10.7 PLATES GRIP MT20 244/190 Weight: 13 lb FT = 20% Structural wood sheathing directly applied or 3-1-8 oc purlins. 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=6.Opsf; h=25ft; 6=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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 pal 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 24 lb uplift at joint 3, 234 lb uplift at joint 2 and 3 lb uplift at joint 4. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 lb down and 52 lb up at 1-5-4, and 42 lb down and 52 lb up at 1-5-4 on top chord, and 31 lb up at 1-5-4, and 31 lb up at 1-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8). In the LOAD CASE(S) section, loads applied to the face bf 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: 1-3=-54, 4-5= 20 Concentrated Loads (lb) Vert: 8=105(F=52, B=52) 9=35(F=17, B=17) { {{111111//II ,�.OPpUIN VFW ii No 68'182 ��:. S OF : �441 C? Joaquin Velez PE.No.68182 MiTek USA, Inc. FL Cert 6634 69H Parke East Blvd. Tampa FL 33610 Date: July 22,2021 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 ANS11TPII 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 y P.ly 2265 CR 3CAR BLK 160 T24774133 2819575 R7 JACK -OPEN TRUSS 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.43U s Jun 2 2u2i mi I eK Industries, Inc. Thu uui 22 09:09:30 euet rage e ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-RAiUORt7YGOQ9OVgfykCsgdljYETOJI0g27jm7yvZ7Z LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 11=105(F=52, B=52) 12=-4(F=-2, B=-2) 13=-89(F=-45, B=-45) 14=35(F=17, B=1.7) 15=-12(F=-6, B— 6) 16=-47(F=-24, B=-24) 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 chord Additional temporary and permanent bracing MiTek" prevent and/or membersonly. 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 • ANSUIPI1 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 Symbols PLATE LOCATION AND ORIENTATION 1 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'y1 fi r For 4 x 2 orientation, locate plates 0-'li ' 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/TP11: 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) 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER73907, ESR 2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek@ All Rights Reserved MiTek MiTek Engineering Reference Sheet: MII-7473 rev. 5/19/2020 0 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 accordwith 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 thespecies and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIfTPI 1 Quality Criteria. 21.The design does not take into account any dynamic or other loads other than those expressly stated.