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HomeMy WebLinkAboutTruss249 Maitland Avenue, Suite 3000 F D S Altamonte Springs, Florida01 P: (321)972-0491 1 F: (321)972-72-0484 1 E: info@fdseng.com Website: www.fdseng.com ENGINEERING ASSOCIATES December 23, 2019 Building Department Ref: Adams Homes Lot: Lot 20 B168 Sec 8 Subdivision: Fort Pierce — Indian River Estate Address: 5907 Birch Drive Model: 2320 B RH KA # 19-8670 Truss Company: Builders First Source Date of drawings: 12/17/19 Job No.: 2198071 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, g0 R TO ecn`e0t \0" 0 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. .!�;�� GPR� .. 12/23/2019 o ,n Tq2 7�6 f .,�Q ��k A. $roi n�'.E. Luis Pablo Torres, P.E. Todd M. Born, P.E. rrr d/ ••. R k 5T �Z6 FL. # 87864 FL. # 82126 "Doing Business with a Service Mindset and an Eye for Detail' r J I IMF 12 F .N a 1 000940-1Xr III �1 Arm Ida 2UA0-00 HSA �Aq HE all u21Vi Valley Framing by 041 TitdS'_�d!4ii ( .,.i08i 21 9 zit;!}im�u2 'I:srngi ra rc e�sr am -nC'3 `sHJ'i'i? IMP D sY .V�l av -tvs;b 5r:1 'O-In-31Tr35!Uusl li. IO Ei )i-driC LI' wieet grit r#tiw s-M br1� .'ri34 116 O-i 3o tor!; I-3-V a.c:•-� el.r V'fJ.JBtaiisa L1r•j 5'_= ; r;' n.r v. .3,01 rU5 , CONNECTORS SCHEDULE ROOF TRUSS O ID MODEL ROOF UPLIFT SYN1 0 A' LUS24 / JUS24 895 / 835 490 /510 n" 8 A HTU261 THD26 3600 / 3470 1555 / 2339 Iw 0 B HTU28 / THD28 4680 / 504D 214012330 140/2330 AtS 1 C HTU26-2 / THD26-2 3600 / 3356 2175 / 2340 1l 0 D HTU28-2 / THD28-2 4680 15005 3485 / 2595 IN 0 E HGUS26-2 / THDH26.2 5320 / 5245 2155 / 2340 liE 0 F HGUS28-2 / THDH28.2 7460 / 8025 3235 / 3330 J V 0 G HGUS26-3 / THDH26J 5230 / 5245 2155 12340 J LP 0 H HGUS28-3 / THDH28J 1460 / 7%5 3235 / 4370ffl� 0 J THJA28 / HJC26 glee / 8990 4095 / 4370 32 3 X 8 NOP 11 REVIEWED FOR CODE COMPLIANCE STe LUC®IE COUNTY ®OCC FILE caccue .0 nra..wiaa�nm1O1Hm . ro.waau aiwva+avmcsnssxosnraau �nermwrn uwra° IMPORTANT ar-Pas ewaasrsrsammC aaPs mmr Thistanced Mast Be Approved And vsro camvc nx sane mCppQrarlXvamoar.W Renamed Baum Fabrication swuaces.. anrao vanarnonv mnaacamo U,scam CWe Begin. Proration heck NOrco�'nmmsmmHnrrvamme ions An Prior TAn Dimensions And Conditions Prior To o Approval Of Plan. SIGNATURE BELOW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TGLL: 20 PSF TOLL: ap5F BEEN ACCEPTED. TCDL' 07 PSF TCDL' 10 PSF BCDL 10 PSF BCDL 5 PSF By Date_ TOTAL 37 PSF TOTAL 55 PSF DURATION: 1.25 DURATION: 1.00 CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-Bi SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (a. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLINGTRUS4k`ti91',/3p tJ REFER TO ENGINEERING �FFII�NAL ISX�T�FPR:i1-FvOLLOWINGA'l ins 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 21 BEARING:BLOCX RE0UIRENENT$� 131%SCI19 Df:TA1'LS'iIFREpUlftfDj 1:1 I-UPLFANDGl IW I 41 UPLI�AND GRANTY REIr41ilON9. �r'•.�fe..,yam,.., .. -._.. .".Y �on�n WARNING ii: -'_r . �Beckehereas Will NM Ba AccPoor'! ood RaJardleu o1 Fa, Wit, Prior •i Wit Customer Within 48'; Ne80oum �.�Xs Any _.T Aers Sour BuildersFist e, u Be O Ex Fist Source., G NO E1tECP, nONS. ,- Tfie Ge`nerel:CatRractOi Is Responsipie For All Gnnections Other-ThanXuss to.Tams, 'Cable Shear Wall; And•" Connections Temporary andnrll Permanent Bracle,, And Ceiling And i..Rae/ANpM1 gm Con(nectlona. f�ROOF PRCH; tC i21d+ •1l$il • CEILING PRCM"-L/12�— - '�iOP CHORO_96E:_.2 X A7.^.i1Tt1fL BOTTOM CHORD $QE- •' OVERHANG LENGTH: 16 18• END CUT: Plumb CANIT EVETU - MUSS SPACING: 2V BUILDING CODE FM2017 BEARING HEIGHT SCHEDULE Hatch Legentl �8' Bearing Wails ®10' Bearing Wal1S BUILDER: Adams Homes PROJECT: Single Family MODEL: LANAI ADDRESS:j 5907 BIRCH DRIVE LOTIBLOCIQ p ESTATESISTLUCIE SUBDMN: SIO MFORTP R BY: RTEUBER JOB 9: 1 2158071 DATE; 1211T12019 SCALE NTS PLAN DATE: 2019 Llj&Mem FrstSOUrm 4408 Airport Road Plant City, FL 33563 Ph. (813) 305-1300 Fax (813) 3054301 JREVIEWED ❑ REVISE AND RESUBMIT ❑ REVIEWED WITH NOTATIONS ❑ NOT REVIEWED (SEE EXPLANATION) Corrections or comments made on equipment submittals or shop drawings during this review do not relieve con- tractor from compliance with requirements of the draw- ings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for confirming and corelating all quantities and dimen- sions. selecting fabrication processes and techniques of ' construction. coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner. �� FLORIDA DESIGN CNS. INC. Dam Lt 2 A By Submittal So. Project No. Project Eng. ftied Nam' v Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. - uRE: 2320_(BFS) - LOT 20/68/8 INDIAN RIVER E MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Project Name: 2198071 Model: 2320 Tampa, FL33610-att5 Lot/Block: 20/68/8 Subdivision: St Lucie County -Indian River Estates '� m Address: 5907 Birch Drive, . m ' °a n City: Fort Pierce State: FL o e� Name Address and License # of Structural Engineer of Record, If there is one, for the building.t Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: 1713102017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 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 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. .%a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 16 18 20 21 22 Seal# Truss Name Date A01 A01A A02B A03B A04B A05B A06 A07B A08B A09 A10 All Al2 A13 A14 A15 B03 Cl C2 C3 9 23 9 24 9 25 9 26 9 27 9 28 9 29 9 30 9 31 9 32 9 33 9 34 9 35 9 36 9 37 9 38 9 39 40 9 41 9 42 9 43 9 44 Seal# Truss Name Date P07 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters ,NOPO S. .� N provided by Builders FirstSource (Plant City, FL). :�� Truss Design Engineer's Name: Velez, Joaquin N 81 _ *:• •�:* My license renewal date for the state of Florida is February 28, 2021. = ,t IMPORTANT NOTE: The seal on these truss component designs is a certification A E OF that the engineer named is licensed in the jurisdiction(s) identified and that the designs ANSI/TPI 1. These designs based O 1 comply with are upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were Any i� � % N •1 given to project �`, ��4O11 purp sespecific only,information TRENCO's customers fie eferrence d w not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the Joaquin elez PE No. 8162 applicability of the design parameters or the designs for any particular building. Before use, MffekU Inc. FL 6634 the building designer should verify applicability of design parameters and property 6l104 Past Blvd Tampa FL33610 incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Date: December 17,2019 Velez, Joaquin 1 of 2 RE: 2320_(BFS) - LOT 20/68/8 INDIAN RIVER E Site Information: Customer Info: Adams Homes Project Name: 2198071 Model: 2320 Lot/Block: 20/68/8 Subdivision: St Lucie County -Indian River Estates Address: 5907 Birch Drive, . City: Fort Pierce State: FL No. Seal# Truss Name Date 45 T18927612 PO8 12/17/19 46 T18927613 P09 12/17/19 47 T18927614 PB1 12/17/19 48 T18927615 PB2 12/17/19 2of2 Job Thus Truss Type - city Ply LOT 20/6B/8 INDIAN RIVERE T78927568 2320_(BFS) A01 PIGGYBACK BASE 5 1 Job Reference (optional) auaaere rlrstbource (VIM city, I-L), Plant City, FL- 335b/. -. .1-1-n 7.1-n 1a.,ri d FTsillicil 4x10 MT20HS 3x4 � 3.00 12 7X1e = 8.24os Dec 62019 6X12 MT20HS Q Inc. Ti Dec 1711:52:29 2019 Scale = 1:77.4 LOADING (psf) TCLL 20.0 TCDL 7.0 BOLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor YES Code FBC2017/TPI2014 CSI. TC 0.87 BC 0.95 WB 0.85 Matrix -AS DEFL. Ven(LL) Ven(CT) Horz(CT) in (loc) Udell Ud 0.77 12-14 >641 240 -0.96 12-14 >514 180 0.47 8 n/a Na PLATES MT20 MT20HS Weight: 207 lb GRIP 2441190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2'Fxcept' TOP CHORD Structural wood sheathing directly applied, except 13: 2x4 SP NCA 2-0-0 oc pudins (2-2-0 max.): 5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD - Rigid ceiling directly applied. 12-13: 2x4 SP No.1, 2-13: 2x4 SP M 31 WEBS 1 Row at midpt 5-11, 7-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE ' Left: 2x4 SP No.3 REACTIONS. (lb/size) 8=1601/0-8-0, 2=1601/0-8-0 Max Horz 2=333(LC 11) Max Uplift 8=-976(LC 12), 2=-975(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-5124/3283, 3-4=-4783/3060, 4-5- 3841/2524, 5-6=-1966/1590, 6-7=-2294/1627, 7-8=-2929/1903 BOT CHORD 2-14=-2945/4649, 12-14=-2476/4108, 11-12=-1522/2867, 10-11=-1547/2553, 8-10=-1546/2555 WEBS 3-14=308/413,4-14=-203/533,4-12=-721/664, 5-12=-1219/2239,5-11=-1259/707, 6-11=-274/621,7-11=-708/573,7-10=0/306 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.OpsQ h=25ft; B=45ft; L=24ft; eavei Cat. II; E1is C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedogl) 13-0 to 19-0-0, Exterior(2) 19-0-0to 23-2-15, Interior(1) 23-2-15 to 26-4-0. Exterior(2) 26-4-0 to 30-6-15, Interior(1) 30-6-15 to 42-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearings are assumed to be: , Joint 8 SYP No.2 crushing capacity of 565 psi. 8) Bearing at joints) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. Joaquin Velez PE Nc.88182 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except 61=11a) MTek USA, Inc. FL Celt 6634 8=976, 2=975. 10) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2° gypsum 6904 Parke East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: 11) Graphical pudin representation does not depict the size or the orientation of the puilin along the top and/or bottom chord. December 17,2019 Q WARNING. Veraydesign Parsmefers and REAO NOTES ON THISANU/NCLUOEO MITEKREFERANCEPAGEMR7473M% iMC1dOI5HEFOREUSE • Design valid for use only with MOeWconnectors. This design is based only upon parameters shown, and is for an Individual building component. not a huss system. Before use. the building designer must vary the cppllcoi of design parameters and properly Incorporate this deslgn Into the overall building design. Sochi indicated is to prevent bucIsIng of intllvldual truss web and/or chord members only. Additional temporary and permanent bracing Is always required far stability and to prevent collapse win potable personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of Cusses and truss systems, seeANSUIPl1 Quo' pyCmeria, DSB49 and 11i Bulde1D Component Safety Informatbrnvoiloble from Truss Plate In9l 218 N. Lee Sheet Suite 312. Alexoni VA 22314, ��- MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Type Oty Ply LOT 20/68/8 INDIAN RIVERET78927569 2320_(BFS) TA01A PIGGYBACK BASE 2 1 Job Reference (optional) rsunaers rusmource triam uny, ry, riant Ulty, rL- aabbf, b.zaU a uec b em a Mn ex mousmes, Inc. I ue uec .1 r r-cau co ar ID:FvYOYY7tLJw6rKPjtlHoK%Y241 H-r7TASaL5H9dDNGh39JVu2?Iy_y3EgrO2q?4a r a.a.> 11-as IA.7.A 25.11.8 A24.8 4n.11.a 42-3.8 • 6x8 = 6x12 MT20HS Q 0 3x8 It 5x6 4x10 MT20HS 3x4 � 3.00 12 10 2.4 II 3x6 = Scale = 1:75.0 89 I¢ 1 I9 LOADING (,a, 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 Inc' YES Cade FBC2017/TPI2014 C51. TC 0.99 .BC 0.93 WB 0.83 Matrix -AS DEFL. in (too) Udell Ud Vert(LL) 0.72 12-14 >683 240 Vert(CT)-0.9212-14 >532 180 Horz(CT) 0.47 a n1a n/a PLATES MT20 MT20HS Weight: 2061b GRIP 244/190 187/143 Fr=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 1-3: 2x4 SP No.1 2-0-0 oc pudins (2-2-0 max.): 5-6. BOT CHORD 2x4 SP N0.2 *Except* BOT CHORD Rigid ceiling directly applied. _ 12-13,1-13:2x4 SP No.1 WEBS 1Row at midpt 7-11,5-11 WEBS 2x4 SP No.3'Excepr 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 8=1586/0-8-0, 1=1512/Mechanical Max Horz 1=-315(LC 10) Max Uplift 8=-969(LC 12), 1=-850(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-4776/3125, 3-4=-4562/2936, 4.5=„3757/2470, 5-6=-1936/1581, 6-7=-2261/1617, 7-8=-2896/1893 BOTCHORD 1-14=-2754/4344, 12-14=-2406/3987, 11-12=-1483/2BO6, 10-11=-1538/2524, 8-10=-1537/2526 WEBS 3-14=-187/338, 4-14=-159/433,4-12=-67a/644, 5-12- 1176/2172, 6-11=-265/609, 7-11=-708/572, 7-10=01307, 5-11=-1218/680 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interor(1) 3-0-12 to 18-7-8, Exterior(2) 18-7-8 to 22-10-7, Intedogl) 22-10-7 to 25-11-8. Exterior(2) 25-11-8 to 30-2-7, Intedor(1) 30-2-7 to 42-3-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 lost bottom chord live load nonconcurient 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-M wide will fit between the bottom chord and any other members. 7) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=lb) • 8=969, 1=850. 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 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 sheetrock be applied directly to the bottom chord. 11) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 A WARNING -Vcrhy Eed9.,oc.mehrsend READNOTES ON THIS AND INCLUDEDMMEKREFERANCE PAGE M274"Iev. 1oVZc?015BEF0RE USE • Design valltl for use only with MRelc nnectors.IDls designh basedonly up on porometersshown.and"'a' on lnd'vduol building compone2not ��- a huss system. Before use. the bua Ingdesignermusiverify the applicoblliry of design porommoe and properly Incorporate this design Info Me overall buliding tleslgn. &acing intlI 6lo bucNingoflndMdual buss membersonly. Add1i.nal temporary and peenanani bracing MiTek' Go prevent web antl/-'chord is always requiretl for stability antl to prevent collapse with p-sAble personal Inlury antl properly damoge. For general guldanoe regarding the tabricatlon, storage, delNery. erecXon and bracing athusses antl truss systems. seeAN5UfP11 Gua1a6hyr CRrrM. D3549 and SG31 au1 Mo Component 6904 Parke East BNd. Tampa, FL 33610 Safety Infannolbrxrv-iloble from Truss Rate In"'. 218 N. Lea Sfreet Suite 312, Alexonorlo. VA 22314.. Job Truss Truss Type Cry Ply LOT 20/68/8 INDIAN RIVER T78927570 2320_(BFS) A02B PIGGYBACKBASE 1 1 Job Reference (optional) nmlaers rusibourc6 trlam nary, rL), Plant clty, PL- JJb57, 8.24U s Dec 62U1Is MI I eK industries, Inc. Iue Uea 1711:b2:31 2U19 Page 1 ID:FVYOYY7tUw6rKPjtlHoKXz241 H-JJ1 YfwMj2TI470FFj007aCIBdFPZZJdB2fp7Bty83oU r1-0-9 ]-0-05 F' 12-10.13 1&O.0 1 1 - 32-11.5 38.0-0 �1-4.0 7-0-15 5.9-14 S I.3 7.4.0 fi-7-fi 5-0-11 1.5.8 STP = 2 1 - 6x8 = 5 6.00 12 3x4 i 19 4 Sx6 i 3 14 3x4 C/ 12 13 Ea = 5x6 WB 3.00 12 Scale=1:73.5 5x8 = 22 6 23 3x4 7 24 44 8 /1 10 5x12 = 3x6 = 1i I- 9 1 1.5xB STP = 3.6 II LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.74 BC 0.93 WB 0.76 Matrix -AS DEFL. Ve t(LL) Vert(CT) HOrz(CT) in (too) Well Ud 0.69 12-14 >fi60 240 -0.81 12-14 >560 180 0.40 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 2051b F7=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-3: 2x4 SP No.t 2-0-0 oc puffins (3-3-1 max.): 5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. • 2-13:2x4 SP No.1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 OTHERS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Horz 2=305(LC 11) Max: Uplift 9=-800(LC 12). 2=-892(LC 12) , FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4621/3117, 3-4=-4271/2893, 4-5=-3297/2346, 5-6=-1521/1307, 6-7- 1780/1350, 7-8=-1681/1173,8-9=-1350/1005 BOT CHORD 2-14=-2982/4208, 12-14=-2506/3616, 11-12=-1545/2430, 10-11=-960/1458 WEBS 3-14=-319/415, 4-14=-212/555, 4-12=-731/668,5-12= 1231/2006, 6-11=-168/457, 7-10=-401/416, 8-10=-989/1491, 5-11=-1258/839 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 26-4-0, Extedor(2) 26-4-0 to 30-6-15, Interim(1) 30-6-15 to 37-104 zone;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSNTPI 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 1001b uplift at joint(s) except (jt=lb) Joaquin Velez PE No.66182 9=800, 2=892. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 sheetrock be applied directly to the bottom chord. Date: 10) Graphical pudin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. December 17,2019 Q WARNING- Vedfydesl9nparamefarsend READ NOFES ON TNISANOINCLUDED MREKREFERANCEPAGEIUX7473mv rNDYlOfSBEFOREUSE • Design valid for use only with MUekO connectors. This design b based only upon parameters shown. and Is for on 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 buroingdeslgn. Bracing indicated Ista prevent buckling ofind[Adual truse,velp and/or chard members only. Additional temporary and permanent bracing 6 alwayg required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection antl bracing of trusses and truss systems, seeANSVrPII Qua" tyry Cdbdo, U5S-09 and BC31 Building Component SafNty Nformatbrmallobie from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexontltlo. VA 22314. M!Tek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 20/68/8 INDIAN RIVER T78927571 2320_(BFS) A03B HIP 1 1 Job Reference (optional) omlaers nramource Lriam uLly, IL), riam ury, rL - aaaol, 6.00 12 3,4 - 1B 4 5x6 3 1.Sx8 STP = 7 13 2 6z8 c t 3.00 12 5xB 6ze = 12 6a = ..IV. s vec o Za la Mi. en uNusne], 1111. l utl V.,- . , ......aa co 5 _ 1920 Scale=1:73.5 5.8 = 21 6 22 3z4 7 23 4xS 11 10 9 5,12 = 3x6 = 1.5xB STP = 3x6 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.70 12-13 >653 240 MT20 244/190 TCDL 7.0 Luep 1.25 BC 0.93 Veri -0.8212-13 >554 180 BCLL 0.0 ' Stress Incr RES YmberDOL WB 0.76 Horz(CT) 0.40 9 1 1 BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2041b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals, and 1-3: 2x4 SP No.1 2-M oc puffins (3-3-1 max.):'5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 2-13: 2x4 SP No.1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEDGE Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Hom 2=305(LC 11) Max Uplift 9=-800(LC 12), 2=-892(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11 or less except when shown. TOP CHORD 2-3=-4621/3120, 3-4=-4269/2892, 4-5= 3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8=-1681/1173, 8-9=-1350/1005 BOT CHORD 2-13=-2984/4209, 12-13=-2506/3616, 11-12=-1545/2430, 10-11=-960/1458 WEBS 3-13=-321/416,4-13=-211/553, 4-12=-732/668,5-12=-1231/2006, 6-11=-168/457, 7-10=-401/416,8-10=-989/1491, 5-11=-1258/839 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.Opsf; h=25tt; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1d=O tot-8-0, Interior(1) 1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(l) 23-2-15 to 26-4-0, Exterior(2) 26-4-0to 30-6-15, Interior(1) 30-6-15 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) 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. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except Qt=lb) ' 9=800,2=892. 9) This truss design requires that a minimum of 7/13" structural wood sheathing be applied directly to the top chord and 112" gypsum Joaquin Velez PE No.88182 MRek USA, Ire. FL Cert 6634 sheetrock be applied directly to the bottom chord. 10) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -Verify Cealgn paremefenand READ NOTES ON MMANOINCLUDEOMR KREFERANCEPAGEMIP7473rev. I&T.12015BEFORELASE • Desgn valid for use only with Mrek®connectors. This tleslgn6 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 tleslgn parameters and properly Incorporate this design Into the overall bulicingdesign. among Indicated Is to buckling Individual truss web and/or chord members only. Additional temporary and permanent bracing Mffek' prevent of Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldance regarding the fobdcotlon, storage, delivery, erection and bracing of trusses and fuss systems, seeANSVIPIt GuailMayy Criteria, DS349 and BCSI Building Component 69M Parka East Blvd. Tampa, FL 33610 Salely Informadonovollable from Thus Plate Institute, 218 N. Lee Street Suite 312. Alexandtla, VA 22314. Job Truss Truss Type Oty Ply LOT 20/6818 INDIAN RIVER T18927572 2320_(BFS) A04B Hip 1 1 Job Reference (optional) 8.240 s Dec 6 2019 MI I ek Ineustnes, Inc. I ue Uoc 17 11:52:33 2019 6allaer5 emsli ource (Plant Ulty, 1-L), Plant Urty, 1Y1-- 33567, 5x9 % 5x6 = 3z4 = 5x8 = 5 20 6 21 22 7 23 1 TP = Scale =1:73.5 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 ]nor YES Code FBC2017/rP12014 CSI. TC 0.84 BC 0.93 WB 0.63 Matrix -AS DEFL. in (loc) Vdefl L/d Vert(LL) 0.70 13-14 >647 240 Vert(CT)-0.8313-14 >546 180 Horz(CT) 0.40 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 210 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-3: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. BOTCHORD 2x4 SP No.2'Except' WEBS 1Row at midpt 6-12,8-10 13-14,2-14: 2x4 SP No.1 WEBS 2x4 SP No.3 WEDGE Left: 2x4 SP No.3 • REACTIONS. (lb/size) 10=1399/0-8-0, 2=1474/0-8-0 Max Hom 2=295(LC 12) Max Uplift 10=-800(LC 12), 2=-892(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-4655/3222, 3.4=-4321/2936, 4-5=-3338/2384, 5-6=-3054/2313, 6-7=-1705/1385, 7-8=-1801/1360 BOT CHORD 2-14=-3093/4225, 13-14= 2704/3800, 12-13=-1623/2453, 11-12=-944/1559, 10-11= 980/1394 WEBS 3-14=-291/417, 4-14=-44/459,4-13=-832/739,5-13=-747/1230, 6-13=-578/1024, 6-12=-1199/933,7-12=365/55518-11= 34/329, 8-10= 1698/1289 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0. Exterior(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 28-4-0, Exterior(2) 28-4-0 to 32-6-15, Interior(1) 32-6-15 to 37-10A zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed fora 10.0 pat bottom chord live load nonconcument with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP ND.2 crushing capacity of 565 psi. 7) Bearing at joint(s) 2 considers parallel to grain value using ANSVrPI 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 1001b uplift at joint(s) except Qt=lb) 10=800, 2=892. 9) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 sheetrock be applied directly to the bottom chord. 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Job Truss Truss Type cry Ply LOT 20/68/8 INDIAN RIVER E T18927573 2320_(BFS) A05B Hip 1 1 Job Reference o tional nuulers rusaboume triam ury, wry^ rlarx ury, rL-33bbf, 6.00 12 5.13 e.zau s use a zu lC mrr ex mausme.. um. rue uec rr 5xe = axis3x4 = US = = 4 21 5 22 623 7 TP = 11 Scale = 1:73.5 a I=la 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 FBC2017frP12014 CSI. TC 0.80 BC 0.90 WB 0.86 Matrix -AS DEFL. Vert(LL) Vert(CT) Hoa(CT) in (Joe)/dell Ud 0.68 13-15 >669 240 -0.8411-12 >542 180 0.42 9 rda n/a PLATES MT20 MT20HS Weight: 2041b GRIP 244/190 187/143 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied, except end verticals. 4-7,7-8: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. BOT CHORD 2x4 SP No.1 'Except' WEBS 1 Row at midpt 8-10, 5-11 9-11: 2x4 SP No.2 WEBS 2x4 SP No.3 *Except* 8-9: 2x4 SP No.2 WEDGE ' Left: 2x4 SP No.3 REACTIONS. (lb/size) 9=1399/0-8-0, 2=1474/0-8-0 Max Horz 2=295(LC 12) Max Uplift 9=-800(LC 12), 2=-892(LC 12) FORCES. fib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4613/3173, 3-4=>3698/2632, 4-5=-3936/2893, 5-6=-2051/1622, 6-7=-1583/1295, 7-8=-1843/1316, 8-9=-1317/1055 BOT CHORD 2-15=-3023/4156, 13-15=-3041/4169, 12-13=-2275/3346, 11-12=-2333/3431, 10-11=-1342/2040 WEBS 3-15=0/268, 3-13=-877f734,4-13=-225/393,4-12=-698/1156, 5-12=-596/1053, 6-10=-909/592,7-10=-216/572,8-10=-885/1437, 6-11= 176/449, 5-11=-1683/1212 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMerior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 15-0-0, Extedor(2) 15-0-0 to 19-2-15, Intenor(1) 19-2-15 to 30-0-0, Eldedor(2) 30-4-0 to 34-6-15, Interior(1) 34-6-15 to 37-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed fora 10.0 pst 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Bearing at joint(s) 2 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except 61=11l) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 9=800, 2=892. 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 6904 Parke East Blvd. Tampa FL 33610 Date: sheetrock be applied directly to the bottom chord. December 17,2019 QWANNWG-Venly Eea/gnpammeWmand READNO7 SONN115AND1NCLUDEDMREKNEFENANCEPAGE MLL74M.V.1ao%QV156EF0NEUSE. • Design valid for use only with MReI� connectors. ibis design Is based only upon parameters shown and Is for an Inc Mdual building component, not �� ss a trusystem. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into me overall bulidingdesign. Bracing Indicated 6 to buckling Individual hula web and/or chord members only. Additlonaltemporayancipennonentbracing Mffek' prevent of is always required for stability and to prevent collapse with possible perwrial injury and property damage. For general guidance regarding the fobricatlon, storage, delivery, erectlon antl bracing of trusses antl truss systems seaANSV1PI1 Cud CMeda, DSB49 and SCSI Building Component 6904 Parke East Blvd.Safety Tampa, FL 33510 InformatbrwaYable from Truss Plate Institute, 218 N. Lee Street231 Suite 312, Alexandria. VA 24. Job - Truss Thus Type - Oty Ply LOT 20/68/8 INDIAN RIVER ' T78927574 2320_(BFS) A06 Hip 1 1 Jab Reference (optional) Builders FirstSource (Plana City, Fy, Plant City, FL- 33567, IX 6.6 = s.Do 1z 4 5x6 = 22 5 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:36 2019 3x4 - axis = 6 2324 7 Scale=1:73.3 16 15 " -1 "' `" .- 11 10 3x6 = 2.4 II. 3x8 = 4x6 = 3x4 = 4x6 = 3x8 = 6x8 = 6.6-14 13-0.0 22-8-0 32.4-0 41-4-0 A.e.ra es.o a -an o.A.n iFo Plate Offsets (X Y)-- 13:0-3-0 0-3-41 (4:0-0-8 0-2-0] f5:0-3-0 0-3-0] 17:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) -0.28 13-15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.55 13-15 >901 180 BCLL 0.0 ' Rep Stress Incr YES We 0.59 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 231 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 -Except- 12-14: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1597/0-8-0, 10=1523/Mechanical Max Horz 2=338(LC 11) Max Uplift 2=-974(LC 12), 10=-857(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-15, 6-11, 8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2953/1974, 3-4=-2423/1730, 4-5=-2138/1672, 5-6=-2414/1797, 6-7=-1677/1365, 7-8=-1905/1420 BOT CHORD 2-16=-1869/2727, 15-16=-1871/2724, 13-15=-1631/2502, 11-13=-1531/2320, 10-11=-997/1383 WEBS 3-15=-573/507, 4-15=-366f/54, 5-15=-550/368,6-13=-52/410, 6-11=-942/657, 7-11=-286/576,8-11=-119/479,8-10=-1825/1310 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft, B=45ft; L=241t; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0. Interior(l) 1-8-0 to 13-0-0, Extenor(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 324-0, Exterior(2) 32-4-0 to 36-9-7. IntedOr(1) 36-9-7 to 41-2-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (11=11b) 2=974, 10=857. 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 sheetmck be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING -Vedyydeslgeparamefersand READ NOTES ON TNISANDINCLUDED MITEKREFERANCEPAGEMU74AItev. 1aro22015 BEFORE USE. Design valltl Por use only wlih MOel�conneciors. Rtls designbbased only upon parameters shown. and is for an lntlivitlugl building component not a buss ryslem. Bafore use, the building tl" my must vetlfy the applicabllky of J."" parameters and properly mcorpprote mis tlesign Iniq nn overall building design. &acmglndlcatetl Bfo prevent buckling of lndivltluglfmssweb and/or chord members only. Additiond amporary and permanent bracing MiTek' 6 always required for sfabllHy antl to prevent collapse with possible personal INury and property damage. Far general guidance regartling th. fobricotion, storage, delivery, erection antl brq "ti of busses and buss ryslema seeAN3UIPl l QUDWy OdU4D. DS!-09 and fiL31 Buldbp Gmponenf 6904 Parka East Blvd. Sabh NrormalbBovolloble h.m Truss Plot.Ins' ,218N. Lee Street,Suite312, Alaxontlrio, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 20/68/61NDIAN RIVER T18927575 2320_(BFS) A07B Hip 1 1 Job Reference (optional) Builders Firstbource (Plant City, FL7, Plant City, FL- 33567, 5x6 = 4 3x4 = 23 5 8.240 s Dec 6 2019 MiTek Industries, Inc. 5)8 = 6 24 3x4 = 7 17 11:52:37 2019 Page l Scale=1:72.0 US US = B 17 16 -_ __ .. _ __ _ __ __ 11 ,d 3x6 = 2.4 11 3xB = 5.6 W B = 3x4 = 4x6 = 3x4 = SxB = 3u6 11 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.3614-16 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.98 Verl(CT)-0.7314-16 >674 180 13CLL 0.0 ' Rep Stress ITer YES WE 0.90 Horz(CT) 0.15 10 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 13-15:2x4 SP No.1 WEBS WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2=1597/0-8-0, 10=1523/Mechanical Max Horz 2=336(LC 12) Max Upliff2=-960(LC 12), 10=-871(LC 12) FORCES. (lb) -Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2,3=-2945/1975, 3-4=-2574/1798, 4-5=-2289/1705, 5-6= 2844/1977, 6-7=-2127/1504, 7-8=-619/508, 8-9=-715/519, 9-10=-1525/1081 BOT CHORD 2-17- 1953/2632, 16-17=-1953/2632, 14-16=-1981/2795, 12-14=-1876/2679, 11-12=-1044/1463 WEBS 3-16=-427/433, 4-16=-480/905, 5-16=-789/549,6-14=-7/321, 6-12=-875/738, 7-12=-592/1127,7-11=-1502/1120,8-11=-101/250,9-11=-859/1311 PLATES GRIP MT20 244/190 Weight: 233 lb FT=20% Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-16, 7-11 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=61t Cat. Il; E1ic C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteric,42) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15. Interor(1) 15-2-15 to 38-11-15, Exterior(2) 38-11-15 to 41-2-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gripDOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.0psf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=960, 10=871. 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 sheetmck be applied directly to the bottom chord. Joaquin Velez PE 1,10.68182 ll USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -VeHly design pare act.. and READ NOTES ON TNISAND INCLUDED MITEKREFERANCEPAGEMIP7473rcv. lM5011201SBEFOREOW. Design valid for use only with MlfekO connectors. This design Is based only upon parameters shown, and is for an Individual building component not ��• a truss system. Before use, the building diogner most verify the oppikabllity of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to buckling lndli truss Addironal temporary and permanent bracing MiTek' prevent of web and/or chord members only. 6 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 trusa systems, seeANSVIPII QuidryyCIB9r6. DSB49 and SCSI BWding Component 690,1 Parke East Blvd. Tampa, FL 33610 Sabty.Informationevaiioble from Trust Rate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Job Truss Truss Type Ply LOT 20/6B/B INDIAN RIVER S T78927576 2320_(BFS) A08B HALF HIP �Qty 1 1 Job Reference (optional) cancers mrsisource lriam ury, I-L), Plant city, rL- 33b6/, b:e4u s Use b zula N11I ex mausmes, Inc. r ue Uec 11 I I:ozab zu IV rays r ID:FvYOYY7tUw6rKPit[HoK%Y241 H.cryC7JR60dd5KVlbd_emNh5PM4o2iSAD1FO?dy83oN 7-0-q fi-0-0 14-7-15 21-5-1 '28-11-0 35.8-2 41-0-0 1 01 6-:4 1 2-]-15 1 5-7-15 1 6-9-2 1 7-5-05 6-9-2 5-744 3x4 = 5x6 = 5x5 = 22 23 5 6 7 Scale=1:]2.0 3x6 = 2.4 11 8 24 9 o 16 15 14 13 12 11 6x8 = 3x6 = 3x8 = 4x6 = 3x4 = 3x4 = 44 = 3x4 = LOADING (psi) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress lncr YES Code FBC2017/rP12014 CSI. TC 0.65 BC 0.94 WB 0.84 Matrix -AS DEFL. in (loc) Wall L/d Vert(LL) 0.48 13-14 >999 240 Vert(CT) -0.61 13-14 >813 180 Horz(CT) 0.18 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 215 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-16, 8-10 REACTIONS. (lb/size) 10=1523/Mechanical, 2=1597/0-8-0 Max Hoe 2=343(LC 12) - Max Uplift 10=-930(LC 9), 2=-959(LC 12) FORCES. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2902/1986, 3-4=-2706/1892, 4-5=-2409/1754, 5-6=-3342/2294, 6-7=-3255/2181, 7-8=-2173/1429 BOT CHORD 2-16=-1993/2554, 14-16= 2269/3178, 13-14=-2423/3466, 11-13=-2014/2915, 10-11=-1131/1622 WEBS 3-16=-290/382,4-16=-614/1014, 5-16=-1060/716, 5-14=-82J379, 6-13=-332/382, 7-13=-263/536, 7-11=-1097/864, 8-11=-607/1120, 8-10=-2069/1456 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psi; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(l) 1-8-0 to 9-0-0, Extenor(2) 9-M to 13-2-15, Interior(l) 13-2-15 to 41-2-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 10 SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 10=930,2=959. 9) This tress design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AD'ARNING- Verlrydes/gnparemetersantl READ NOTES ON 710SANOINCLUOEO 1kREKNEFERANCEPAGENLL74M rev. I&V3&r1SOEFONEUSE Design valid for e onlywim Mpele9connectors. This design Is based only upon parameters shown. and Is for on individual building component not us a muss system. Before use, the building designer must verify the opplicabltty of design parameters and properly Incorporate this dodge Into me overall bulltlingdeslga 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 fabricator, storage, delNery, erection and bracing of trusses and muss systems seeANSVIPil Gual jBy Cm*M. DSB-69 and BC31 Building Component 6904 Parke East BNd. Tampa, FL M610 Safety mfoenafterxrvoiloble from Truss Plot. Institute, 218 N. Lee Street Suite 312, Alexandra VA 22314. Job Truss Truss Type Oty Ply LOT 20/68/B INDIAN RIVER E T18927577 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference (apt onall ounaers rustcaurce triam ury, ry, Ylant uny, rL - 33b5/, 5.%4U S UCC 8 2U19 MI tax ID:FvYOYY71LJw6rKPitlHaKXz241H-OEeI -4-q ]-k 10fi6--33 145-fi0-913 19.7-6 ' 2-2-0 28-8-10 33-3-11.4-0 7-0 3-I 1 4.6-9 4.6-0 4-6.10 4-6-S 5x6 = 5x6 = 5x6 = 6.00 r12 3 25 4 26 27 5 28 629 30 31 7 32 33 834 35 Inc. I ue Uec 17 11:b2:41 2019 Pace 1 Scale = 1:72.0 3.6 = 2x4 11 9 36 3710 38 11 21 39 40 20 19 41 18 42 43 17 44 45 16 15 46 14 47 13 48 49 50 12 6x8 = 3x6 = 54 WB= 4x6 = 3.6 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.66 17-18 >746 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.7517-18 >661 180 BCLL 0.0 ' Rep Stress [nor NO WB 0.50 HOrz(CT) 0.19 12 rVa n1a BCDL 10.0 Code FBC2017(TPI2014 Matnx-MSH Weight: 444 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-1-7 oc puriins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. - 15-19: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5-9-1 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 12=2939/Mechanical, 2=276210-8-0 Max Hors 2=281(LC 8) Max Uplift 12=-1975(LC 5). 2= 1775(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5469/3357, 3-4=-4897/3127,4-5=-7122/4452, 5-6=-8068/5031, 6-7=-8222/5112, 7-8=-7574/4759,8-9=-6128/3929, 9-10=-3B90/2521 BOT CHORD 2-21=-3082/4814, 20-21=-4075/6371, 18-20=-489917742, 17-18=-5219/8286, 16-17=-5080/8041,14-16=-4499/6990,13-14=-3413/5155,12-13= 1707/2486 WEBS 3-21=-1089/2050,4-21=-2207/1405,4-20=-708/1416,5-20=-1160/835, 5-18=-271/622, 6-18=-423/378, 7-17=-101/364, 7-16=-866/674, 8-16=-560/1084, 8-14=-1601/1120, 9-14=-1018/1806,9-13=-2346/1655,10-13=-1510/2605,10-12=-3581/2474 NOTES- 1) 2-plytruss to be connected togetherwith 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 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL--4.2psf; BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Bearings are assumed to be: , Joint 12 SYP No.2 crushing capacity of 565 psi. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 12=1975,2=1775. Conti had on pace 2 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cell 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 QWARNING- Verrydeslgn Parameters andREAD NOTES ON TNISAND/NCLUOEO MITEKREFERANCEPAGEM0.74"mv. 1GD320159EFORE USE D9slgn valid for use only with MITeA® connectors. This design Is based only upon parameters shown, and Is for an IndMdual building component not a fuss system. Before use, the building designer must verily Me appllcobllify of design parameters and properly incomorate finis design into Me overall buildingdesign. Bracing Indicatedistoprevent bucAingoflndMldu0lhussweband/or chord members only. Additional temporary and permanent bracing Welk' Is always required for stability and to prevent collapse wtih possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery, erecllon and bracing of trusses, and hum systems, seeANSIM11 Cua1Ry Criteria, DSB-89 and BC31 Building Component Solely Inlomtalbmvoilgblehom Suite 312, Alexandra VA 22314. 6904 Palle East BW. Tampa, FL Truss Rate Institute. 218 N. We Street 33B10 Job Truss - Truss Type Oty Ply LOT 20168/8 INDIAN RIVER E T18927577 2320_(BFS) A09 Half Hip Girder 1 2 Job Reference (oDtionap Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 62019 MiTek Industries, Inc. TUB. Dec 17 11:52:412019 Page 2 ID:FvYOYY7tWw6rKPjtIHGKXz241 H-OEeKmKU_hY?gByOA17CT JjwCHg6rvHfMOEfY4y83oK NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 Ib down and 296lb up at 7-0-0, 87 lb down and 164 Ito up at 9-0-12, 87 Ito down and 164 lb up at 11-0-12, 87 It, down and 164 It, up at 13-0-12, 871b down and 164 lb up at 15-0-12, 87 lb down and 164 lb up at 17-0-12, 87 Ito down and 164 It, up at 19-0-12, 87 lb down and 164 lb up at 21-0-12, 87 Ito down and 164 Ito up at 23-0-12, 87 lb down and 164 Ito up at 25-0-12, 87 lb down and 164 lb Up at 27-0-12, 871b down and 164 Ito up at 29-0-12, 87 lb down and 1641b up at 31-0-12, 87 lb down and 164 Ib up at 33-0-12, 87 Ito down and 164 lb up at 35-0-12, 87 Ib down and 164 lb up at 37-0-12, and 87 lb down and 164 lb up at 39-0-12, and 111 lb down and 157lb up at 41-24 on top chord, and 290 Ib down and 181 Ito up at 7-0-0, 66 Ib down at 9-0-12, 66 Ito down at 11-0-12, 66 Ib down at 13-0-12, 66 lb down at 15-0-12, 66 lb down at 17-0-12, 66 Ito down at 19-0-12, 66 lb down at 21-0-12 ,66 Ito down at 23-0-12. 66 Ib down at 25-0-12, 66 Ito down at 27-0-12, 66 lb down at 29-0-12, 661b down at 31-0-12, 66 lb down at 33-0-12, 66 Ito down at 35-0-12, 66 lb down at 37-0-12, and 66 Ib down at 39-0-12, and 83 lb down at 41-24 on bottom chord. The design/selection of such connection device(s) is the responsibilityof others. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=-54, 3-11=-54, 12-22=-20 Concentrated Loads (Ib) Vert: 3=-95(F) 11=-111(F) 12=-49(F) 21=-290(F) 20=-40(F) 5=-87(F) 18=40(F) 14- 40(F) 9= 87(F) 15=40(F) 25=-87(F) 26= 87(F) 27=-87(F) 28- 87(F) 29=-87(F) 30=-87(F) 31=-87(F) 32=87(F) 33=-87(F) 34=-87(F) 35=-87(F) 36=-87(F) 37=-87(F) 38=-87(F) 39= 40(F) 40=40(F) 41=-40(F) 42=40(F) 43=40(F) 44=-40(F) 45=40(F) 46=40(F) 47=40(F) 48=40(F) 49=-40(F) 50=40(F) Q WARNING- VerUy deslgn paremeMre and READ NOTES ON MIS AND WCL UDED MREK REFERANCE PAGE MIF741d rev. 1WAY1015 BEFORE USE Designvclltl for use only with Mael�c."2ec"..ihlsdesignebasetl only upon parameters shown and is for an lndMtluol buil component not �`• p imss system, eefpre use, the bulltling desl0ner must verity the appllopbllity of tleslgn parameters antl prope0y Incorporate tnls tleslgn Info the overall of building deslgn. Bracing Indicatetl Is to prevent buckling of IndMdua' huss web antl/or chord members only. AtlMoncl temporary and permanent bracing I■F K� IYI)TBk• Is always required for stability and to prevenicpllppse wiM possible personal ln7ury and property damage. For general guidance rBOarding the fabrication.storage.delivery,erection antl bracing offrusses antl fruss systems, seeAN41/IPII CuoItl8yy CMalo. DSaJl9 and lCSl luldbp Comperont 6904 Parka East GIVE. SahpInfprmatbnwc, ". from Truss Flat.Institute.MN. Ise Sheet Suite312 Alexontlrl. VA 22314. Tampa, FL 33610 Job Toss Tnsss Type OtY Ply LOT 20/68/8 INDIAN RIVER T78927578 2320_(BFS) A10 HIP 1 1 Jab Reference o tional Builders FlmtSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:42 2019 ID:FvYOYY7tLJw6rKPjtlHoKXz241 H-URCizgUcSr7Wp6bMscjIXXFDHh9UeJYpat C4 Sx8 = Scale = 1:69.2 5x6 = 25 26 6 27 5x6 5x6 = 2x4 II 3x6 11 T a LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.97 BC 0.97 WB 0.69 Matrix -AS DEFL Vert(LL) Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.59 13-15 >717 240 -0.7213-15 >590 180 0.42 9 n/a n/a PLATES GRIP MT20 2441190 Weight: 219111 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 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP ND.3 *Except* 7-4-0 cc bracing: 10-11 5-11: 2x4 SP No.2 WEBS 1 Row at midpt 5-11. 7-10 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (Ib/size) 9=1310/0-3-8, 1=1310/Mechanical Max Horz 1=281(LC 12) Max Uplift 9=-759(LC 12), 1=-718(LC 12) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4031/2789, 3A--3792/2620, 4-5=-2914/2134, 5-6=-1260/1116, 6-7=-1456/1163, 7-8=-435/350, B-9=-1307/903 BOT CHORD 1-15=-2720/3706, 13-15=-2363/3239, 11-13=-1435/2129, 10-11- 634/911 WEBS 3-15=-221/355,4-15=-183/483, 4-13=-705/653,5-13=-115611813, 5-11=-1207/874, 6-11=-141/377,7-11=-256/604,7-10=-1248/944, 8-10=-633/1064 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 18-7-8, Extedor(2) 18-7-8 to 22-10-7, Interior(1) 22-10-7 to 25-11.8, Extedor(2) 25-11-8 to 30-2-7, Interior(1) 30-2-7 to 35-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 Ib uplift at joint(s) except (jt=1b) 9=759,1=718. 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. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING -Vedlydesign p.rvMteraend READ NOTES ON TH/SANU INCLUDED U/EKREFERANCEPAGEUIL747arev. 10 0158EFORE USE Deslgn valltl for use only wlm Mealy connectors. this deugn a based only upon parometen shown, and Is for on IndNldual b" ng component, not ��- a huss system. Before use, ma building designer must verity the Oppllcobty of design parameters and properly Incorporate MIs do"gn Into the overall to ding deslgn. Bracing indicated 61. of lndvIdual huss web and/or Ild members Addnlonal temporary and per manent bracing M!-�ek' prevantbu.kling only. Is always required for stability and toprevent collapse with possible personal Injury and property tlamage. For general guidance reGortling me , sto go do,ery, erection and bracing of trusses ontl tress systems, sae�NSVD'11 GuyMy CxI. DSM9 and fiG518u1dhD Cpmppnrrnl fobrlty 6904 Parke Easl BNO. In Sobfy Inlarmptlprxrvoeoblefrom Truss Plate InstlMe. 218 N. Lee Skeet. Suite312. Alexond VA 22314. Tampa, FL 33610 Job Truss Truss Type Illy Ply LOT 2016118 INDIAN RIVER T18927579 2320_(BFS) All HIP 1 1 Job Reference o tional aunaers rimbourm U-iant Glly, I-L), Ylant Gay, I-L- 33557, 8.240 a Dec 62019 MITek Indusmes, Inc. rue Uec 1711:52:43 ZU19 I D:FvYCYY7tLJw6rKPltIHoKXz241 H.ydm5BOVFD9FNRGAZOYEx4koBt5UgNhOypXjn Scale: 3/161 5x6 3x4 = Sx8 = 1 5 25 6 2627 7 2x4 3x6 II 5x6 % Sx12 = 2x4 It LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 CSI. TC 0.98 BC 0.97 WE 0.97 Matrix -AS DEFL Vert(LL) Vert(CT) Hom(CT) in (loc) Vdefl Ud 0.60 14-16 >709 240 -0.7414-16 >576 180 0.41 10 n/a n/a PLATES GRIP MT20 244/190 Weight: 226111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (lb/size) 10=1310/0-3-8, 1=1310M1echanical Max Horz 1=281(LC 12). Max Uplift 10=-759(LC 12), 1=-718(LC 12) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-3=-4037/2843, 3-4=-3792/2662, 4-5=-2924/2186, 5-6=-2680/2104, 6-7=-1947/1593, 7-8=-1351/1043,8-9=-398/290,9-10=-1293/939 BOT CHORD 1-16=-2762/3681, 14-16=-2386/3225, 13-14=-1374/2031, 12-13=-762/1175, 11-12=-274/371 WEBS 3-16=-233/371, 4-16=-191/497,4-14=-660/612, 5-14=-689/1069, 6-14=-657/993, 6-13=-949/802, 7-13=-831/1176, 7-12=-563/492, 8-12=-572/938, 8-11=-1166/1022, 9-11= 920/1203 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=1601(3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eavei Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(1) M-12 to 16-7-8, Extedor(2) 16-7-8 to 20-10-7, Intedor(1) 20-10-7 to 27-11-8, Exterior(2) 27-11-8 to 32-2-7, Intedor(1) 32-2-7 to 35-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gdp DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except (jt=lb) 10=759, 1=718. 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 MTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -laraydeslgn per..... and READ NOTES ON TN/SAND INCLUDED MITEKREFERANCEPAGEMIP7473mv. INAa4015REFORE USE ' Design valid far use only with Mile& connectors. This design Is based only upon parameters shown, and b for an Inolvlouol building component not a time system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall butdingdesign. Bracing Indicated Is to prevent buckling oflndNidualtess web and/or chord members only. Addifionaltemporaryandpermonen}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, erecton and bracing of trusses and truss systems, seeANSVIPiI QuaCii DS549 and SCSI Building Component Sooty m/orrrraflonovoilcble from Truss Plate Institute. 218 M Lee Street, Suae 312. Alexontldo, VA 22 14. 6904 Parke East Blvd. Tampa, FL 33610 Job - Truss Truss Type Oty Ply LOT 20168/8 INDIAN RIVER T78927580 2320_(BFS) Al2 HIP 1 1 Job Reference (optional Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:44 2019 Page 1 ID:FvYOYY7lLJw6rKPjtIHaKK2241 H-OpJTOM W t-TNE20II_FIAcyLMXUgt6CX62BTJ9Py83oH Scale: 3/16'=l' 5x6 = 3x4 = 5.8 = 6.00 12 5 29 6 30 31 7 11-1QH 3X6 II 5x6 % 2x4 I 5x6 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.99 Vert(LL) 0.66 15-17 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.81 15-17 >523 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.66 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2017/rPI2014 Matrix -AS Weight: 224 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 BOT CHORD Rigid ceiling directly applied. Except: WEBS 2x4 SP No.3 7-1-0 oc bracing: 12-14 SLIDER Left 2x4 SP No.32-6-0 10-0-0 oc bracing: 11-12 WEBS 1 Row at midpt 7-14 JOINTS 1 Brace at Jt(s): 12 REACTIONS. (Ib/size) 9=1310/0-3-8, 1=1310/Mechanical Max Harz 1=281(LC 12) Max Uplift 9=-759(LC 12), 1=-718(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-3=-4041/2908, 3-4= 3792/2714, 4-5=-2956/2237, 5-6=-3426/2588, 6-7=-24la/1900, 7-8=-11641876, 8-9=-1270/945 BOT CHORD 1-17=-2828/3660, 15-17=-2420/3217, 14-15=-1751/2505, 12-14=-684/1018 WEBS 3-17=-241/379, 4-17=-198/503, 4-15=-600/575,5-15=-938/1364, 6-15=-820/1211, 6-14=-1116/969, 7-14=-1211/1699,7-12= 733/673,8-12=-790/1159 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Ex0 C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 14-7-8, Exterior(2) 14-7-8 to 18-10-7, Intedor(1) 18-10-7 to 29-11-8. Extedor(2) 29-11-8 to 34-2-7, Intedor(1) 34-2-7 to 35-5-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psi 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-M wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 01=11J) 9=759, 1=718. 9) 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. Joaquin Velez PE No.68182 Mi rok USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 QWARNING- Vedfydes/gnparametersand HEAONOMSONMOANOINCLUOEOM7 KREFEBANCEPAGEMIF7473M. f1,11eQ015BEFOBEUSE Design valid for use only with Mneks) connectors. this design is based only upon parameters shown, and Is for an Individual building component, not ��- a humSystem. Before use, the bu0ding designer must verify the applicability of design parameters and properly Incorporate this tleslgn Into me overall bulldingdeslgn. Bracing Indicated is to prevent buckling of lndMdud hum web and/or chord members only. Additional temporary and pearro entbradng M)Tek' Is always required for stabllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrpII QulmyCriteria, DS"9 and BC31 Surdkry Component Satety Informattonvvailabie from Truss Mate Institute, 218 N. Lee Sheet Suite 312, Alexandria. VA 22314. Sal Parke East Blvd. Tampa, FL 33610 Job - - Truss Truss Type - Oty Ply LOT 20/68/8 INDIAN RIVER T78927581 231 A13 HIP 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 62019 MiTek Industries, Inc. Tue Dec 1711:52:45 2019 Page 1 ID:FvYOYY7tUw6rKPjtIHoKXz241 H.umrbiXVlmW5gaKxXyGP991dKuE1 rg7FHrCshry83oG - �-11-0-0 -13.0-0 -7--11 25-8-15 32-4-0 I fi97 i -0 6]4 6.4-12 3G0-0 Scale: 3/16-=1' + 5x6 = _ 6.00 12 SO= 5x6 5x6 = 4 21 5 22 6 23 7 24 2x4 II 4x6 = 3x4 = 5.8 = 3x6 II 3x6 = 3x8 = 3.6 = B-]-4 13-0.0 22-8-0 32-0-0 36-0-0 8. 74 9.8-0 Plate Offsets (X Y)-- [3:0-4-00-3-0] [4:0-3-8 0-2-4] [6:0-3-0 0-3-01 [7:0-3-00-2-0] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(ILL) -0.22 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.42 12-13 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.58 Horz(CT) 0.08 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 209 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-13,6-10 REACTIONS. (lb/size) 2=140010-8-0, 9=1325/0-3-8 Max Horz 2=357(LC 12) Max Uplift 2=-844(LC 12). 9=-765(LC 12) Max Gay 2=1407(LC 17), 9=1325(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2534/1654, 3A= 2024/1416, 4-5=-1778/1385, 5-6= 1783/1305, 6-7=-706/622, 7-8=-812/611, 8-9=-1324/990 - BOT CHORD 2-15=-1676/2301, 13-15=-1679/2294, 12-13=-1301/1901, 10-12=-1069/1552 WEBS 3-13=-570/509,4-13=-215/577, 5-13=-295/177,5-12=-280/340, 6-12= 206/610, 6-10=-1199/S49, 8-10=-765/1165 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25tt; B=45ft; L=24tt; eave=6D; Cat. II; Exp C; Encl., GCpi=0.1Q MWFRS (directional) and C-C EMerior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1) 17-2-15 to 32-4-0. EMedor(2) 32-4-0 to 35-10-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL= IO.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=844, 9=765. 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 Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 I& WARNING- VBdlydesignp8ramet8rsend READ NOTES ON TNISAND INCLUDED MREKREFERANCEPAGEMIP74n.v.. rD/034ar59EFORE USE. Deslgn valid for use only with MRe'x® connectors. ibis design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the bullding designer must verity the applicability of design parameters and properly incorporate this design Into Me overall building design. Bracing Indicated is to prevent bucNing of intlNltlucl truss web and/or chord members only. Addi6onai temporary and pounanant bracing MiTek' Is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage, delivery. erection and bracing of busses and truss systems. seeAN31/RIl CualmMyy Cill DSBd9 and BCSI Building Component Sofoty hrfonnciftna,,c 6904 Parke East BNd. Tampa, FL 33610 lable from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexontlrlo, VA 22314. Job Truss Truss Type City Ply LOT 20168/8 INDIAN RIVER T78927582 2320_(BFS) A14 HIP 1 1 Jab Reference (optional) builders FlrstSource (Plain City, FL), 1-4-0 5-fi-0 Plant City, FL-33567, 11-0-0 18-4.15 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:47 2019 Page 1 ID:FvYOYY7tW w6rKPjtlHoKXz241 H.rO?b00YIHOmpvuUKfNJtEayx dwYJW4Yk9hzlky83oE 26-11.0 34-40 3fi-0-0 11-4.01 5-fi-0 5-fi-0 7 4 15 8 6 2 7..; 5 1 8 0 l Scale=1:62.9 5X = 2x4 II 3x4 = 5X - 5x6 = ' 4 21 5 22 6 23 7 8 3x6 = 3x4 = 46 = 3x4 = 3x4 = 3x6 = 6x8 = 3.6 = 8-1-3 75-fi-75 22-8-0 29.9.0 38.0-0 7-5-12 7-1-1 7-1-1 6.3.0 Plate Offsets (X,Y)-- f4:03-8 0-2-4] 16:0-4-D 0-3-01 I7:0-3-0 0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEPL, in (loc). I/clef] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Ven(LL) 0.23 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.32 13-15 >999 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.86 Hom(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 200 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1400/0-8-0, 9=1325/0-3-8 Max Ham 2=357(LC 12) Max Uplift 2=-844(LC 12), 9=-781(LC 9) Max Grav 2=1406(LC 17), 9=1325(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directy applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2565/1732, 3-4=-2380/1625, 4-5=-2130/1549, 5.6=-1974/1419, 6-7=-1202/885 BOTCHORD 2-15=-1785/2327, 13-15=-1392/1881, 12-13=-1581/2196, 10-12=-1 lB4/1638, 9-10=-279/361 WEBS 3-15=-316/412, 4-15=-224/481, 4-13=-184/508,5-13=-278/256, 5-12=-355/377, 6-12=-272/594, 6-10=-985/827, 7-10=-847/1336,7-9=-1329/1060 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 1-8-0, Intedor(7) 1-8-0 to 11-0-0, Extedor(2) 11-0-0 to 15-2-15, Interior(1) 15-2-15 to 34-4-0, Exterior(2) 34-4-0 to 35-104 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf.bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=lb) 2=844, 9=781. 8) 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. Joaquin Velat PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 - QWARNING-Verly CesTgn paremefcM.d READ NOTES ON TN/SANDINCLUDED MREKREFERANCEPAGEMX74TO rev. 10=2015BEFORE USE Design valid for use only with ME connectors. Tnls design Is bored only upon parameters shown, and Is for as Indivitlual b.11d rrg component not a buss system. Before use, the ""iding designer must verity the applicability of design parameters and propeay incorporcte this design into fire overall bulitling design. Bracing Indicated Is to prevent buckling of intl"'aual buss web and/or chord members only. Atldi6oncl temporary and permanent bracing b always requlred.or stabll, antl to prevent collapse wm possible personal lnlury and property damage. For general gultlanceregartling the fobricctlon, storage, tlelivery, erection antl bracing of hussar antl fruss systems, seeAN5VIP11 CualNByy Chula, DSB , antl SCSI Bultlhp Compenrrnt Sebly Nlpmmlbrravoiloble hem Truss Plate Irutitute. 216 N. Lee Sheet, Suite 312, Aiexondeo, VA 22314. MiTek' 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type OtY Ply LOT 20161INDIAN RIVER T78927583 2320_(BFS) A15 HALF HIP 1 1 Job Reference (optional) Jars hlrstsource (Plant Glty, FL), Plant City, FL - 33567, 6.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:47 2019 Page 1 ID:FvYOYY7tLJw6rKP)tIHoKXz241 H.r07b00YIHOmpvuUKfNJtEayxfitpJUFYk9hzlky830E -1-40 6-0-1 9-0-0 169-0 22-6-0 29-3-[ 3E0.0 1-4.0 6.4 2-7-15 6-9-0 6.9-0 6-9-1 6-8-15 5x6 = 20 31 = 5 5x6 = 3.6 = 6 22 7 23 Scale = 1:62.9 3x4 II 3x6 = axe = 4x6 = 30 = 3x6 = 3x4 = 6xB = 9-0-0 t&3-12 26-8-4 36-0-0 9-0-0 &3.12 8-4-8 9-3-12 Plate Offsets (X Y)-- f4:0.3-0 0-2-01 [6:0.3-0 0-3-0) LOADING (per) SPACING- 2-0-0 CS]. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) 0.30 12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Ved(CT) -0.4412-14 >988 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.98 Hom(CT) 0.13 9 n1a rJa BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 185111 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 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1Row at midpt 7-9 REACTIONS. (III/size) 9=1325/0-0-8, 2=1400/0-8-0 Max Hors, 2=343(LC 12) Max Uplift 9= 851(LC 9), 2= 846(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-2471/1692, 3-4= 2278/1600, 4-5=-2024/1493, 5-fi=-2608/1791, 6.7=-1994/1325 BOT CHORD 2-14=-1731/2169, 12-14=-1882/2602, 10-12=-1736/2463, 9-10=-1138/1603 WEBS 3-14=-281/372, 4-14=-442/783, 5-14=-782/520, 6-12=-81/263, 6-10=-694/608, 7-10=-3811797, 7-9=-1900/1366 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=611; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Intedor(1) 13-2-15 to 35-10-4 zone;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with anyother live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joints) except (jt=1b) 9=851, 2=846. 8) 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. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 ® WARNING- VeNrytleslgnparametersand RBAD NOTES ON TN/SANDINCLUDEDMREKREFERANCEPAGEMX7473re . IDN34015BEFORE USE Design valid for use only with MITekO connectors. This design Is based only upon parameters shown, and Is for an ind Actual bullding component not a muss system. Before use, the building designer must verify the applicability of design parameters antl properly Incorporate this design Into the overall ■ bulldingdesign. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members any. Additional temporary end permanent bracing 11 A M[Tek* Is always required for stablin, and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fal storage, delivery, erection and bracing of trusses and truss systems, seeANSIAPl1 Quality CMnlu, DSO-09 and Ill Building Component 69M Parke East Blvd. Snh17"fammtlaWwrilobie from Truss Plate Institute, 218 N. We Sheet Suite 312, Alexandre. VA 22314, Tampa, FL 33610 Job Truss Truss Type Gly Ply LOT 20/68/8 INDIAN RIVER T78927584 2320_(BFS) A16 Half Hip Girder 1 1 Job Reference (optional) Builders FlrstSource (Plant Uny, FL), Plant City, FL-33567, 6xB i 4x6 = 6.00 12 3 20 421 22 8.240 s Dec 62019 MiTek Industries, Inc. Tue Dec 17 11:52:49 2019 Page 1 4x8 = 7x10 = 4x6 = 23 5 24 25 626 27 26 7 29 Scale=1:62.9 5xa = 2x4 11 30 8 31 32 9 aJ a 1b 10 is a0 14 al 38 13 3e 12 40 41 11 42 43 94 1.5.8 STIR = 4x6 4xm MT20HS = 4x6 = 4x6 = 5x6 = 7x10 = 5x6 = 4x6 = 4x10 MT20HS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ld TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vart(LL) 0.51 14-15 >848 240 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Ven(CT)-0.6014-15 >722 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.86 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH LUMBER- BRACING - TOP CHORD 2x6 SP NO.2 *Except* TOP CHORD 1-3: 2x4 SP M 31 BOT CHORD 2x6 SP M 26 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 10=2497/0-3-8, 2=2394/0-8-0 Max Florz 2=276(LC 8) Max Uplift 10=-1623(LC 5), 2=-1479(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4793/2790, 3-4=-4300/2613, 4-5=-6154/3645, 5-6=-6549/3875, 6-7=-5730/3431, 7-8=-3732/2283 BOT CHORD 2-17=-2572/4221, 15-17=3410/5564, 14-15=3990/6574, 13-14=3844/6348, 11-13= 3130/4950, 10-11= 1550/2314 WEBS 3-17=-899/1800, 4-17=-1846/1117,4-15=-383/987, 5-15=-696/553, 6-14=-50/391, 6-13=-98B/742,7-13=-613/1247,7-11=-1947/1354,8-11=-1172/2267, 8-10=-3197/2149 PLATES GRIP MT20 2441190 MT20HS 187/143 Weight: 2351b FT=20% Structural wood sheathing directly applied or 2-7-2 oc pur ins, except end verticals. ' Rigid ceiling directly applied or 5-0-2 oc bracing. 1 Row at midpt a-10 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psF BCDL=6.Opsf; 1=259; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) `This truss has been designed for a live load of 20.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 Ib uplift at joint(s) except Qt=lb) 10=1623, 2=1479. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 It, down and 2691b up at 7-0-0, 87 Ib down and 164 lb up at 9-0-12, 87 It, down and 164 Ib up at 11-0-12, 87 lb down and 164 Ib up at 13-0-12, 87 Ib down and 164 lb up at 15-0-12, 87 It, down and 164 Ib up at 17-0-12, 87 Ib down and 164 Ib up at 19-0-12, 87 Ib down and 164 It, up at 21-0-12, 87 Ib down and 164 Ib up at 23-0-12, 87 Ib down and 164 Ib up at 25-0-12, 87 Ib down and 164 It, up at 27-0-12, 87 Ib down and 164 lb up at 29-0-12, 87 It, down and 164 Ib up at 31-0-12, and 87 Ito down and 1641b up at 33-0-12, and 87 Ib down and 164 Ib up at 35-0-12 on top chord, and 2901b down and 165 Ib up at 7-0-0, 66 lb down at 9-0-12, 66 Ib down at 11-0-12, 66 Ib down at 13-0-12, 66 Ib down at 15-0-12, 66 It, down at 17-0-12, 66 Ib down at 19-0-12, 66 Ib down at 21-0-12, 66 Ib down at 23-0-12, 66 Ib down at 25-0-12, 66 Ito down at 27-0-12, 66 Ib down at 29-0-12, 66 Ib down at 31-0-12, and 66 Ib down at 33-0-12, and 66 Ib down at 35-0-12 on bottom chord. The design/selection of such connection device(s) is 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). LOAD CASE(S) Standard antunue on Daae 2 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 A WARNING. Verllydee rpsrametereead READ NOTES ON THISANDINCLUDED MIFEKREFERANCEPAGEUUMMmv 10MV15GUOREUSE Design valid for use only with MBek® connectors. fits deslgn 6 based only upon parameters shown, an, Is for on IndNldual bulltling component, not N�' a truss system. Betare use, me bulltling tlesloner must verify me applicabillN of design parameters and properly Incorporate this design Into me overall bulltlingtleslgn. Brocing lndlcated is to prevent buckling oflndNitlucl miss web and/or chord members only. AtltliHonaltemporary antlpeananent bradng MiTek' Is always required ter elabl" antl to prevent eollOpse mint possible personal lnlury antl property damage. For general Ouldanceregording me fobrlcetlon, storage, delivery, erection antl bmcing of trusses and miss systems, seeAN36ft C"Ify C.... DSB.9 antl it I Bu1dFD Component 69M Parke East Blvd. $ably InlamlalbrgvallobI. ham Truss Plate Insli m21aN.LeeStreet Suite 312. Alexandria, VA22314. Tampa, FL 33610 Job - Truss Type Ory Ply LOT 20168/8 INDIAN RIVER T78927584 ]Truss 2320_(BFS) A16 Half Hip Girder 1 1 Job Reference o tional Builders FirstSource (Plant Cily, FL), Plant City, FL-33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:49 2019 Page 2 ID]i9dDpNTZKSfgHgk4rtw98yB5LS-nn7MR3a?p?OX9BeimoLLJ?2HCVgnnOXrBTA4gcy83oC LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3= 54, 3-9=54, 2-10=-20 Concentrated Loads (Ib) Vert: 3_ 95(F) 17=-290(F) 15=-40(F) 14=-40(F) 7=-87(F) 20=-87(F)21=-87(F) 22=-87(F) 23=-87(F) 24=-87(F) 25=-87(F) 26=-87(F) 27=-87(F) 28=-87(F)29=-87(F) 30=-87(F) 31=87(F) 32=-87(F) 33=-40(F) 34=-40(F) 35=-40(F) 36=-40(F)37=-40(F) 38=-40(F)39=-40(F)40=-40(F)41=-40(F)42=40(F)43=-40(F)44=-40(F) Q WARNING-Verilydesign pammetersand READ NOTES ON THISANDINCLUDED MREKREFERANCEPAGEW747a ree. A=?V150EFORE USE Design valltl for use only w@ MBaI� connecters. IDis tleslgn Is based only upon parameters shown antl B for an IndNitlual bulltling component, no a hula system. Before use, the bWtling designer must verify Me applicoolliI, of tleslgn parameters antl propery Incorporate this tladgn Into the overall bulltling design. &acing In dicated isto Preventbucklingof Ndividual buss web antl/ or chord members any. Add flonal temporary an permanent bracing Is always requtred for stability antl fo prevent collapse with possible personal Injury antl property tlamage. For general guI ance regortling the fabrication, storage, delivery. erecron and bracing of nusses antl hum systemr seeANS7it CDaII1y CMBd0, DSB419 and SCSI BUIdIng Component Sooty Informa6onovailoble from Truss Plofe InstiNte, 218 N. Lee Sheet. Suite 312 Alexondtlo. VA 22314. MiTek' 69N Palle East BNd. Tampa, FL 33610 Job - Truss Truss Type Ory Ply LOT 20/68/8 INDIAN RIVER T78927585 2320_(BFS) B03 HALF HIP GIRDER 7 1 Jab Reference o tional Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:50 2019 Page 1 I D:FvYOYY7tUw6rKPjtIHoKXz241 H-FzhkfPbeZJ8OmLCvK W sasDaR3v_tW 1 e_07wdM2y83oB -1-4.0 2-413 7-0-1 8.6-0 1-0-0 2-4-13 F 4-7-4 T-715 5x8 = 2x4 II 1.5x8 STP= 6x8 = 2-4-13 7.0.1 &8-0 2-4-13 4.7.4 1-7-15 Scale = 1:27.2 Plate Offsets (X Y)-- 12:0-1-0 Edge]13:0-6-0 0-2-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.73 Vert(LL) 0.26 6-9 >391 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.55 Vert(CT) 0.21 6-9 >486 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.23 Horz(CT) -0.01 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MP Weight: 44 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 REACTIONS. (lb/size) 2=458/0-4-0, 5=640/0-8-0 Max Horz 2=281(LC 8) Max Uplift 2=-482(LC 8), 5=-608(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-394/222 BOTCHORD 2-6=283/276,5-6=-303/298 WEBS 3-6=-493/577, 3-5=-761/772 Stmctuml wood sheathing directly applied or 6-0-0 oc pur ins, except end verticals. Rigid ceiling directly applied or 9-1-6 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psfl h=25ft; B=45ft; L=24ff; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=482, 5=608. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 lb down and 1751h up at 7-0-1 on top chord, and 298 lb down and 165lb up at 7-0-1 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 (pit) Vert: 1-3=-54, 3-0=-54, 5-7=-20 ConcentratedLoads (lb) Vert: 6=-298(F) 3= 98(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 66M 6904 Padce East Blvd. Tampa FL 33610 Date: December 17,2019 OWARN/NG.VM/y Ees/SRlraramefersamd REAONOTES ON TNISANOINCLUO£OMR KREFERANCEPAGEMIF74n.r .. 10=015BEFOREUSE. Design volltl for use only with MRekbp connectors. this design & based only upon parameters shown, and b for an IE'dual bulltling component, not o buss system. Before use. 'hebulltling designer mustverify Me applicablliry of design parameters antl property Incorporate tt1h design Into Me overall building design. &acing Indicated k to of lndNldual truss web and/or chord members only. Addfional temporary and pemnanentbrocing MiTek' proventbucl4ing 6 always requVed (or stability and to prevent collapse wlm passible personal Injury antl prope4y tlamage. For gene ral gultlance regartling fhe fobricafion, storage, delNery, ereofion and bracing of tosses and husssystems seeAN5VIP11 Cualdy CmedO, OSk419 and 6CSI Bu1dNB Camponmt Sa . Intormalbmvallabe hom Truss Rate Insfifute, 21a N. Lee Sheet, Suite 312, Alexandria. VA 22 14. 6904 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 20168/8 INDIAN RIVER T78927586 2320_(BFS) C1 JACK -OPEN 12 1 Job Reference (optional) Builders HWSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:50 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHDKXz241 H-FzhMPbeZJBOmLCvKWsmDaZwv6rW4G_07wdM2y83oB -0-4-0 0.11-4 1-4-0 0-11-4 Scale =1:7.6 0-f1-4 0-11-4 � Plate Offsets(XY)-- [2:0-1-40-0-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Onto DOL 1.25 TC 0.22 Vert(-L) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(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 FBC2017/TPI2014 Matrix -MP Weight: 5lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-8-0, 4=-15/Mechanical Max Horz 2=91(LC 12) Max Uplift 3=-3(LC 1), 2=-226(LC 12), 4= 15(LC 1) Max Gmv 3=23(LC 12), 2=158(LC 1), 4=51(LC 12) FORCES. (I e) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=1b) 2=226. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Job Thus Truss Type - Ott, Ply LOT 20/68/8 INDIAN RIVER E T78927587 2320_(BFS) C1P Jack -Open 6 1 Job Reference o tional eunaers ruslbource trianl uiry, I-L), I'latt uty, 1-1--335B/, 6.241) 5 use B 2U19 MI Iex Industries. Inc. I Ue use 1711:b2:bl 2U19 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in (roc) Udefl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Inc YES WB 0.00 Horz(CT) 0.00 4 n/a n1a BCDL 10.0 Code FSC2017/TP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanical, 2=158/0-4-0, 4=-15/Mechanical Max Harz 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 2441190 Weight: 5 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 13=4511; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18;..MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girders) for truss to truss connections. 5) Provide mechanical connection (byothers) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 3, 4 except (jt=1b) 2=227. Joaquin Velez PE No.68182 Mriek USA, Ine. FL Con 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 QwARNING- Verily EeffiSn parametereand READNOTES ON TN/SANDINCLUDEDMRKREFERANCEPAGEMIP74M.. f04uVoOIS6EFORE USE Design valid for use only with M6e& connectors. This design a based only upon parameters shown, and Is for on IndMdual building component. not ��- a truss system. Before use, the building designer must verify Me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web end/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 fobricanon, storage. dellvery. erection one bracing of pusses and truss systems. seeANSVIPII Cua[XXyy C16eda. D3649 and SCSI Building Component Snbty Infomsatk VA 22314. 6904 Parke East Blvd. Tampa. FL 33610 navoiloble from Truss Plate Institute. 218 N. Lee Street Suite 31Z Alexandria; Job - Truss Truss Type Oty Ply LOT 2016118 INDIAN RIVER T78927588 2320_(BFS) C2 JACK -OPEN 2 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:52 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKXz241 H.BMoU45cu5wO6OfMHSvn2xegrmjnA_mHuRPkRxy83o9 Scale=1:12.8 Plate Offsets (X Y)-- 12:0-0-6 Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdIefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Inor YES WB O.OD Horz(CT) -0.00 3 n/a n(a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 131b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=66/Mechanical, 2=215/0-4-0, 4=33/Mechanical Max Horz 2=154(LC 12) Max Uplift 3= 67(LC 12), 2=-204(LC 12) Max Grav 3=68(LC 17), 2=215(LC 1), 4=54(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or3-2-14 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE.7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3)-1-5-10 to 2-9-5, Exterior(2) 2-9-5 to 3-2-2 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60.plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (jt=lb) 2=204. Joaquin Velez PE No.68182 MiTek USA, Inc, FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AWARNWG- Verify Eesl9nparametersanOREAONOTE50N MIS AND INCLUDED MREKREFERANCE PAGE Ml474M.. faN3¢ers BEFORE USE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Indivlduol building component, not ��- a truss system. Before use, the bullding designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MOW Is always required for stabll6y and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrkotlonstorage, delivery, erection and bracing of trusses and truss systems, meANSVrpll QualNByy Cri D3049 and BCSI Balding Component Safety 6904 Parke East Bhe. Tampa, FL 33610 mfamla6amvorable from Russ Plate In ttute, 218 N. Lee Street, Suite 312 Alexpntlrl0, VA 22314. Job Thus Truss Type - Ply LOT 20/68/8 INDIAN RIVERE T18927569 2320_(BFS) C3 JACK -OPEN r 1 Job Reference (ootiona0 Builders FirstSource (Plant City, FQ, Plant City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:52 2019 Page 1 ID:FvYOYY7tUw6rKPjtIHoKXz241 H-SMoU45cu5wO6OfMHSwu2xegvOjnS_mHuRPkRxyB3o9 Scale = 1:12.7 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TOLL. 20.0 Plate Grp DOL 1.25 TC 0.22 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 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 FBC20171TP12014 Matril - Weight: 12 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Gray 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuli 60mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interor(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord, live load nonconcurrenrwith any other live loads. 3) r This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 4 SYP No.2 crushing capacity of 565 psi. 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 at=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 - QWARN/NG-V dfyd egnperametersand READNOTES ON TNISANDINCLUDEDMNEKRUF ANCEPAGEMX7473M.. Iansclar56EFORE USE Design valid for use only with M6el@ connectors. This deeign Is based any upon parameters shown, and Is for on Individual building component, not ��- a truss system. Before use. the building designer must verify the applicability of all parameters and properly Incorporate this design Into the overall bulldingdestgn. Bracing Indicated IstobuckiingofIndividual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fobrlcofon storage, delivery, erection and bracing of fusses and ran systems, seeANSU1P11 Quality Criteria, USB49 and BCSI Building Conn,amrnt 69M Palle East Blvd. tall Infomsallonovoilobie from Trust Plate Institute, 218 N. Lea Street, Suit. 312, A w andda. VA 22314. Tampa, FL 33610 Job Truss Truss Type Ory Ply LOT 2016118 INDIAN RIVER T18927590 2320_(BFS) C3P Jack -Open 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:53 2019 Page 1 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-fYMtHRdWsEWzdpxU?ePHTrC4977hjR?O64BHzNye3o8 Scale=1:12.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 VeR(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Ved(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a nfa BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (IWsize) 3=59/Mechanical, 2=195/0-4-0, 4=30/Mechanical Max Horz 2=152(LC 12) Max Uplift 3=-62(LC 12), 2=-183(LC 12) Max Grav 3=65(LC 17), 2=195(LC 1), 4=.49(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) 3 except (jt=lb) 2=183. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING. Ver/lvdesfgeParametersaed READNOTESONTHISANDINCLUDEDMITEKREFERANCEPAGEMIF74Mmv. 114 0158EFOREUSE Design valid for use oNy with M6al� connectors. if"tlesign k basetl only upon parameters shown, and Is for an Intlivltlual builtling component, not a trios system, Before use, fhe builtling tlesigner must verify the applicability of tlesign parameters and propetly Incorporate this tlesign Info Inc overall builtling tlesign.&acing indicated k to prevent buckling of Individual hussweb antl/or chord members only. Addi6pnal temporary antl permanent bracing MiTek' s always requlratl for stability antl to prevent collapse vnth P._". personal InJury antl propeM damage. For general gultlance regarding me fobticoHon, storage, tlelNery. erec8on antl bracing of trusses and buss rysfemz 71Q. IP11 Gualky CRnlo, DS6d9 and BCSI Bu1din Component 69M Parke East BNd. Spf�ty Infonnpttorw.".N. from Truss Plate'rot late. 218 N. Lee Sheaf, Suife 31Z Alexand10 VA 11314. Tampa, FL 33610 Job Thus Truss Type - Cry Ply LOT 20/6818 INDIAN RIVER T78927597 2320_(BFS) C5 JACK -OPEN 12 1 Job Reference (optional) VUII rs FDeTSoUl (Plam Glty, I-L), Plam Glty, I-L - 33h6/, 3x4 = 8.240 S Dec 6 2019 Mil Industries, Inc. Tue Dec 1711:52:53 2019 Page 1 ID:FvYOYY71 Ww6rKPjtiHoK)(z241 H-fYMtHRdWsEW zdpxU7ePHTrC0972hjR70648HzNyB3o8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.25 TIC0.48 Ve art 0.06 4-7 >992 240 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Ved(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress ]net YES WB 0.00 Horz(CT) -0.00 3 n1a n/a BCDL 10.0 Code F13C2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-8-0, 4=57/Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Gmv 3=122(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ili or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 18lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=4511; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Inferior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip IDOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 3=128, 2=196. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cort 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 &WARMING - Verlfydeelgn peramefers and BEAD NOTES ON THISAND INCLUDED MREKNEFERANCEPAGEMM1747Srex. IDD&I0rSBEFONEUSE. Design valid for use only with MOeM connectors. This design Is based only upon parameters shown, and Is for on indMduol building component, not ��- o truss system, Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall bullding design. Bracing Indicated is to prevent buckling of hall truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible pexonol Injury and property damage. For general guidance regarding Me fabrication, storage, delivery. erection and bracing of trusses and truss systems, saeAN3UIPt1 CuarBtIyy Criteria. DS&69 and BCSI Building Component mlammlpnnvalioble 6904 Parke East Blvd.5011tY Tampa. FL 33610 from Truss Plate Institute, 218 N. fee Street. Suite 312 Alexandra. VA 22314. Job Truss Truss Type City Ply LOT 20/68/8 INDIAN RIVER T78927592 2320_(BFS) CSP JACK -OPEN 2 1 Job Reference (optional) ommam nmmuul a... u, ,.uY, ryr rleet s.ny, r uaavr, 5.24U a Uec 0 zul B MI I It mousmes, mc. I Ile UCC 11 1 1:bz:b4 zul B rage 1 ID:JsZatDeGzRfHBv5RrDuW Icz9JOo-8kwFUne8dXepFyWgZLxW 0318HW LDSuFaLkurVgyB3o7 LOADING (psf) SPACING- 2-0-0 CS'_ DEFL in (foe) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Ved(LL) 0.14 4-7 >430 240 TCDL 7.0 Lumber DOL 1.25 SC 0.59 Vert(CT) 0.12 4.7 >489 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=114/Mechanical, 2=262/0-4-0, 4=57/Mechanical Max Horz 2=214(LC 12) Max Uplift 3=-145(LC 12), 2=-301(LC 12), 4=-81(LC 12) Max Grav 3=114(LC 1), 2=262(LC 1), 4=86(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 Ile) or less except when shown. Scale = 1:17.6 PLATES GRIP MT20 244/190 Weight: 181b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=241t; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-9 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 4 except (jt=1b). 3=145,2=301. 6) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING-VedrydaslgnPammereraeAEREAD NOTES ON THISANDINCLUDED MREKREFERANCEPAGEMIFTATamv. 10/232olu BEFORE USE Design valitl for use oNywifh MBek®connectors. This design b bvsetl only upon parameters shown, ontl Is for an Intllvldual builOing component, not a buss system, Before use, me building designer must vee/y me oppllcabllity of daslgn parameters and properly Incorporate this daslgn Inro the overall Ouiltling tlesl9n. Bracing lndlcatetl Bto prevent buckling of lndNidual buss web and/or -hold members oNy. Adtlitlonaltemporary and permanent bracing 6 always raquiredfor ItablllN andto prevent collapse with possible personal Injury ontl property tlamage. For general guidance regarding Ma fabrlcatlon, storage, delivery, erection ontl bracing of tnuses ontl truss systems, seeANSVR'll Guallly Cmrrdq, BIB49 end BC31 Bu1db0 Cemponont SmtlY m/ormofbmvoiloble ham Truss Plate Insmute, 216 N. Lee Sheet Suite 312 Alexandria, VA 22314. �p T IVl�lek• 6904 Parke Ees1 Blvd. Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 20168/8 INDIAN RIVER T78927593 2320_(BFS) DOI COMMON 3 1 Jab Reference (optional) Dwmem rneroounz IrlLnl wy, rL1, non[ 141y, rL- 3Uc0l, a.24U s Jed b zule MI I ex Inausmes, Inc. I DB Use 1 / I1:bZ:bb Zule rage 1 ID: FvYOYY7tLJw6rKPjtIHo10(z241 H-cxUdi7emOrmgt65s73SIZGINgwcl BG2jaOd01 Gy8306 -1-4-0 5.0.0 8-7-7 10-8-0 12-8-9 16-4-0 21-4.0 22-8-0 1-4-0 S-PO i 3-7-8 + 2-0.9 ~ 2.0.9 3-7-8 5-0-0 1-40 r ' 3x4 = 5 3xa i US 4 6 6.00 12 20 2x4 \\ 3 1.5x8 STP= 2 1 Scale = 1:41.9 21 2x4 7 22 8 9 Ia 1• -•I 12 23 24 11 10 3x4 = 3x4 = 3x6 = 3x4 = 3x4 = LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TP12014 cSl. TC 0.41 BC 0.86 WB 0.35 Matrix -AS DEFL. Ve It Vert(CT) Horz(CT) in (loc) Vdefl Ud 0.36 10-12 >713 240 -0.52 10-12 >492 180 0.04 8 n/a We PLATES GRIP MT20 244/190 Weight: 1001b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1030/0-8-0,8=1030/0-8-0 Max Horz 2= 213(LC 10) Max Uplift 2=-653(LC 12), 8=-653(LC 12) FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1816/1231, 3-4=-1713/1225, 6-7=-1713/1P26, 7-8=-1816/1231 - BOT CHORD 2-12=-930/1724, 10-12=-674/1274, 8-10=-972/1578 WEBS 6-10=,354/721,7-10= 259/269, 4-12=-355/721,3-12=-259/269,4-6=-1136/928 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45ft; L=24f ; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedmr(2) -1-0-0 to 1-8-0, Interior(1) 1-8-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0, Interior(1) 13-M to 22-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except 61=11b) 2=653, 8=653. 6) This truss design requires that a minimum of 7/16'structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 Joaquin Velez PE No.68182 MTek USA, Int FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AwARNING-Verify design paramefers and READ NO TES ON INS AND INCLVDED MmEKREFERANCE PA BE MIF14Td rev. 10=2015 BEFORE USE. Design vclltl for use only w8h Mgel�s connectors. Ihls doe". u dosed only upon parameters Showry and I5 for on Individual bulltling component, not ��- a hun system. Before use, me bulltling tle9gner must vetlN me applicabllityot design parameters antl prope4y Incorporate tMs tlesign Info the overall bulltling tlesign. Bracing lntlicofatl Bfo bucWing lntl'I husaweb and/or chord members only. Atldiaonpl femporaryantl pertnanenibmdng MiTek' prevent of Is always required for stability and M prevrave olld2 vnm possible personal Injury antl property damage. For general guidance regartling me bbticafion, storage, delivery, erecnon and bracing of `"Mend frun systems MAN,r" CYNa8yy OMadD. DSa-09 and aC31 BWdNp Gompanrrnr SelaM m/arfnatbnovallable from lrun Plate lmMute. 21 B N. Lee Sheet Suite 312, Alexandria. VA 22314. Tamp Parke East Blvtl. Tempe, FL 33610 Job Truss Truss Type Oty Ply LOT 20/68/81NDIAN RIVERE T18927594 2320_(BFS) D01A COMMON 3 1 Job Reference (optional) buapers rnmbpurce triarn cny, rL1, riant u1y, rL- 33bbl, e.44u s uec a zu Is mu ex rmusmes, inu. ue veu u i acao co w Scale =1:38.7 3x4 = 5 3x8 i 3x8 4 6 6.00 12 19 20 2.4 \\ 2x4 3 7 21 1.5x8 STP = 18 8 2 6 71 22 23 70 9 3x4 = 3x4 = 3x4 = 3x4 = 4x8 = 6-58 14-10.8 20-10-0 2041.0 6-5.8 8-5.0 5-11-B 0- -0 Plate Offsets (X Y)-- (5:0-2-0 Edge1 18:Edae 0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) [/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert LL) 0.38 9-11 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Ven(CT) -0.54 9-11 >463 180 13CLL 0.0 ' Rep Stress ]nor YES WE 0.34 Hom(CT) 0.05 8 n/a We BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 97 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 8=943/0-3-8, 2=1013/0-8-0 Max Hom 2=208(LC 11) Max Uplift 8=-528(LC 12). 2= 647(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1783/1228, 3-4= 1678/1217, 6-7=-1593/1218, 7-8=-1698/1223 BOT CHORD 2-11=-1018/1677, 9-11=-718/1216, 8-9=-970/1446 WEBS 6-9=-310/615,4-11=-357/734,3-11=267/270,4-6=-1108/927 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -144-0 to 1-8-0, Intedor(1) 1-8-0 to 10-8-0, Exterior(2)10-8-0 to 13-8-0, Intericidl) 13-8-0 to 20-11-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pat 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, with BCDL= 10.Opsf. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 100 lb uplift at joint(s) except 61=11o) 8=528, 2=647. 6) This truss design requires that a minimum of 7/16° structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plt) Vert: 1-5=-54, 5-8=-54, 11-15=-20, 9-11= 60, 9-12=-20 Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Petite East Blvd. Tampa FL 33610 Data: December 17,2019 O WARNING- Vedrydeslgeparemefensand READ NOTES ON TNISAND WCLODED MI1EKREFENANCEPAGEMLL74Yaxev. 1112ltQ0156EFORE USE. Design vplitl for use only unto MRek®connectors. This design Is bnsad only upon parameters snown, and Is for on NdivltluaI building component. not ��- O fruss system. Before Use, ttie builtling designer must vat the opplicpbllity of tleslgn parameters and properly Incoryorpfe this tlesignInto the overall building design. Brpdng lndlcafed b to prevent buckling of Nd'vdual truss web and/or chord members only. AddlHanpl temporary and partnanenf bracing MiTek- IsalwOysrequlredforsfObt and to prevanfcolicoca with possible P. npllnlury antl propeM damage. Far general gultlance regarding the fabricoaon storage, tlelNery. erection and bracing of trusses and fruss systems, saeAN51/IPII Gupltiv Cmnlo. D68-09 antl SCSI Buldhp Component 312. Alexondso, VA 22 14. 6904 Perko East Bivd. Tampa, FL 33610 W hi Nlormalbmv.".d. from Truss Plate Imafute. 218 N. Lee Sheet, S.I. Job Truss Truss Type - Dry Ply LOT 20168/1 INDIAN RIVER E T78927595 2320_(BFS) D03 Hip 1 1 Jab Reference (optional) Builders FlrstSource (Plant City, FL), Plant City, FL- 33567, 31 8.240 a Dec 6 2019 MiTek ID:fkJJky_RiQidzY_sA5R7GgzEMUk-YJcIN 4x6 = Us = 4 20 21 5 Inc. Tue Dec 17 11:52:57 2019 3.6 — 3x6 = 3x4 = — 3x4 = 3x6 = Scale = 1:39.4 to 8.11-15 • D4 i 8-11.15 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.1611-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.67 Vert(CT) -0.3311-14 >767 180 BCLL 0.0 ' Rep Stress ]nor YES WB 0.13 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 961b 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. (Ib/size) 2=861/0-8-0,7=861/0-8-0 Max Horz 2=-184(LC 10) Max Uplift 2= 559(LC 12). 7=559(LC 12) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1286/960, 3-4=-1077/845, 4-5— 9211/93, 5-6=-1077/845, 6-7=-1286/960 BOT CHORD 2-11=-688/1192, 9-11=-026r961, 7-9= 714/1116 WEBS 3-11=352/427,4-11=-224/398,5-9=-223/399, 6-9=-353/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind; ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL--6.OpsY h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II;, Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 8-11-15, Extedor(2) 8-11-15 to 16-6-15, Interior(1) 16-6-15 to 22-8-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 psf bottom chord live load rwnconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s). except (jt=lb) 2=559, 7=559. 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 33810 Date: December 17,2019 Job hus Truss Type Oty Ply LOT 20/68/8 INDIAN RIVER E T78927596 2320_(BFS) TD 04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MITek Industries, Inc. Tue Dec 1711:52:58 2019 Page 1 ID:fkJJky_RiGjdzY sA5R7GgzEMUk•OWA7IKBhfhmeFkagRoBF?SAwoL.1S1fTOf1 AfGMs2-e0by83o3 -14.0 2-4-11 214422.8.0 2.1-4.0 &14 1-48 4Scale=1:39.1 5x8 = 2x4 II US = a 3x4 = 2x4 II 3x4 = 3x8 = 2x4 11 3.4 = LOADING (psi) 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 FBC2017/TP12014 CS]. TC 0.77 BC 0.83 WB 0.21 Matdx-MSH DEFL. in (too) Vdefl L/d Vert(LL) 0.16 8-17 >999 240 Vert(CT) -0.20 11-14 >999 180 Horz(CT) 0.07 6 n/a n/a PLATES MT20 Weight: 991b GRIP 244/190 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structure[ wood sheathing directly applied or 2-11-1 cc pudins. 3-5:2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or5-1-13 cc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=143210-8-0, 6=143610-8-0 Max Horz 2=-149(LC 6) Max Uplift 2=-938(LC 8). 6=-944(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2546/1530,3-4=-2470/1618,4-5=-2470/1618,5-6=-2555/1543 BOT CHORD 2-11=-1174/2206, 9-11=-1178/2225, 8-9=-1209/2233, 6-8=-1206/2214 WEBS 3-11=-10S/535,3-9=-367/455, 4-9=-398/469, 5-9=-270/418, 5-8=-106/541 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.0psf; h=25ft; 3=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SVP N0.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 2=938, 6=944. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 Ito down and 164 Its up at 6-11-15. 87 Ib down and 164 lb up at 9-0-11, 87 Ito down and 164 lb up at 10-8-0, and 87111 down and 164 Ib up at 12-3-5, and 152 Its down and 301 Ib up at 14-4-1 on top chord, and 290 Ito down and 165 lb up at 6-11-15, 661b down at 9-0-11, 66lb down at 10-8-0, and 66 Ito down at 12-3-5, and 290 Ib down and 165 Ib up at 14-3-5 on bottom chord. The design/selection of such connection device(s) is 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). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 ,m d Uniform Loads (pig Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Joaquin USA, Inc.R. Cart 6 34 Concentrated Loads (lb) 6904 USA, In. FL CeRmpa Vert: 3=-e7(F) 5=-95(F) 10=-40(F) 11=-290(F) 9=40(F) 4=-B7(F) 8= 290(F) 18=-87(F) 21=-87(F) 22=-00(F) Date Parke East Blvd. Tampa FL 77610 Dale: December 17,2019 AWARNING -VerlrydesignparameMrsandBEADNOTES ONMIS AND MCLUDEDMREKREFERANCEPAGEM/F14" ev.laMi2ai5BEFOFEUSE Design valid for use only with MmeMe connectors. This design Is based only upon parameters shown, and Is for an IntlNldual building component, not a huss system. Before use, the building designer must verity the apppllcoblllty of design parameters and properly Incorporate this design into the overall burdingdesign. Bracing Indicated is to prevent buckling of lndNlducl truss web and/or chord members only. Addltlonai temporary and permanent bracing MiTek' b always required for stability and to prevent coilopse with possible personal Injury and property damage. For general guidance regarding the fobrlcakorx storage, delivery, erection and bracing of trusses and huss systems. seeANSUIPl1 Quality CrSnks, DS549 and SCSI Balding Component 69U Parka East BNd. Safety Infmmotknsa,,tGbla from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria. VA 22314 Tampa, FL 33610 Job Truss Truss Type LOT 20/68/B INDIAN RIVERET78927597 7QPI, 2320_(BFS) E3 JACK -OPEN 1 Job Reference (optional) Builders FlrstSoume (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:59 2019 Page 1 ID:FvYOYY7tL Jw6rKPjtlHoKXz241 H.Uij8YUiHS4G6LkOdMvW hj6Se0X8H79VJVObcB1 y83o2 -1-4.0 3-8-0 1.4 0 3-8-0 r Scale=1:14.5 LOADING (psi) SPACING- 2-0-0 CSI. DEFL in (too) Vdefl Ud PLATES GRIP TCLL 2% Plate Gap DOL 1.25 TC 0.24 Ven(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matax-MP Weight: 14 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=79/Mechanica1, 2=219/0-4-0, 4=41/Mechanical Max Horz 2=174(LC 12) Max Uplift 3=-86(LC 12), 2- 186(LC 12) Max Grav 3=86(LC 17). 2=219(LC 1), 4=63(LC 3) FORCES. (lb) - Max. Comp./Max Ten. -All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structure[ wood sheathing directly applied or3-8-0 oc puains. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=25B; B=45ft; L=24ft; eave=6N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0. Interior(1) 1-8-0to 3-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girders) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to beaang plate capable of withstanding 100111 uplift at joint(s) 3 except (jt=lb) 2=186. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AWARNING-Ve tytlesgnpaameMrsantlREADNOTESONTHISANDMCLUOEOMREKREFF ANCEPAGEMX7473rev.tWD32erSBEFOREUSE Oeslgn valid for use only with MRek® connecfora. this tleslgn a based only upon parameters shown. antl Is for on IntllMd--1 bulltling component, not a truss system. Before use. Ma bulltling tlesigner muss ver the apPllc.blliry of design poramefe" and prcperiy Incorporate this tleslgn Into the overall bulltling tleslgn, arocln"Intlicafed Is to prevent buckling of IndR., buss web and/or chord members only. Atldiaonal temporary and permanent bracing MiTek' Is always requlretl for stability antl to prevent collapse wIM pos4ble personal injury antl property tlamage. For general guidance rego'cing the /obricoaon sforoge, tlelNery, erection and brocing of muses and buss systems, seeµgl/IPII Du GrtlrrM, DS6-09 and 1iC51 kWdhD ComPonrrnt Sably infpmlc8omvp0oble 69N Parka East BNd. Tampa, FL 33610 from Truss Plate Insatule. 21a N. Lee'tree'. Suite 312. Alexpndrlo. VA 22314. Job Truss Truss Type GillPly LOT 2016118 INDIAN RIVER T78927598 2320_(BFS) E5P JACK -OPEN 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:59 2019 Page 1 ID:FvYOYY7tLJw6rKPitiHoK%Y241 H.Uij8YUiHS4G6LkOdMvWhj6S?0(2979VJVObcB1y83o2 Scale=1:17.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.14 4-7 >415 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.13 4-7 >472 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 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. (Ib/size) 3=115/Mechanical, 2=264/04-0, 4=58/Mechanical Max Horn 2=216(LC 12) Max Uplift 3=-147(LC 12), 2=-302(LC 12), 4=-82(LC 12) Max Gmv 3=115(LC 1), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intedar(1) 1-8-0 to 4-114 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 fist bottom chord live load nonconcumant with any other live loads. 3) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except 01=11b) 3=147, 2=302. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Vein PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 17,2019 ®WARNING -VeHly design parameters and READ NOTES ON THIS AND INCLUDED MmEK REFERANCEPAGE 167473 rev. iDNY1015 BEFORE USE Design valid for use only with ".W connectors. ThIs tlesign is basetl only upon paameters shown, and h for an Intl�tlual building component, not a truss system. Before use, the bulltling designer must verify me a pplicobllityot tlesign parameters antl propetly Incorporate this design Into the overall building design.&acing lntlicatetl is to prevent buckling of Ind.tluolhisi ea antl/orchortl members only. Adtlmonal temporary antl pertnpnent bracing MiTek' Is plwoys repuired for stability antl to prevent collapse with posslbie personal Inlury antl property tlamage. For general guidance regartling the fobricotlon, storage. tlel b uy. erection and bracing of trusses antl taus systems, seeAN61/IPII CYallty CdNdo. 056419 and BCSI auldbB Compmmint, 6904 Paeca East aNd. Sabty Inlarmelbnovoiloble hom Luss Plate In"'kit., 218 N. Lae sr eet Suite 312, Alexontl"O, VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply LOT 2111818 INDIAN RIVER T18927599 2320_(BFS) E7 JACK -OPEN 40 1 Job Reference (optional) 6a110ers HpS15001Ce (Flant Gay, FL), Plant City, FL-33667, i 8.240 S Dec 6 2019 NaTOk Industries, Inc. Tue Dec 1711:b3:00 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKxz241 H.yuHWIgNDNOzztzgwclwGK76vxNysckSjgL9)Ty83o1 LOADING (psQ SPACING- 2-0-0 CS]. DEFL. in (too) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Ve art 0.18 4-7 >459 240 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-AS Scale=1:22.6 PLATES GRIP MT20 244/190 Weight: 241b 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. (lb/size) 3=169/Mechanical, 2=336/0-8-0, 4=81/Mechanical Max Horz 2=278(LC 12) Max Uplift 3=-193(LC 12), 2=-217(LC 12) Max Grav 3=181(LC 17). 2=336(LC 1), 4=122(LC 3) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 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) This truss has been designed for a 10.0 psf bottom chord live load nonooncurmnt with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 Ib uplift at joint(s) except (jt=lb) 3=193, 2=217. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -Verlry des19e p.W..M. and READ NOTES ON INNS AND19CLUDED MDEx REFERANCE PAGE M/1-747a rev. 10e1¢0159EF01?E USE. Design volld for use only wlm Mgek® connectors, lhls tleslgn Is basetl only upon parameters shown. and Is for on IntlMtlual bu0tling component, not ��- a true system. Before use, me buJDing tleslgner must verity me opplicolo" of tleslgn porameters and properly Incorporate mis tleslgn intothe overall building tleslgn. Braaing Indicated lslo preventbucWing of lndMdual hussweb and/or chord members only. AdtliBonal temporary and permanent brodng T Mf10k• Is always requlretl for stability antl to prevent collapse wlm posvble personal inlury and prop.M damage. For general gultlonce regortling me fabOco}lon storage, tlelNery....... erection and bracing of hu_v and truss systems leeAN3 11 QuietBy Cdf.dO, DSa-09 end 6CSI autdYlp ComlSen�n} 6904 Parke East BNd. Sebry mfomlo8orxrv.".N. from Truss Plate I.,Me. 218 N. Lae sheet Suite 3,2. Alaxondrb. VA 22314. Tampa, FL 33610 Job - Truss Truss Type Ory Ply LOT 2D/68/8 INDIAN RIVER T18927600 2320_(BFS) ETA Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 4.6 II 8.240 s Dec 6 2019 MITek Industries, Inc. Tue Dec 17 1 T:53:O1 2U19 Page 1 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-OSmyAjX_hXgb1YOTJZ9oXYIMLkab3 cyK4jFwy83oO Scale = 1:22.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate GripDOL 1.25 TC 0.85 Vart(LL) 0.12 4-9 >627 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.10 4-9 >767 180 BCLL 0.0 Rep Stress Inor YES WEI 0.00 Horz(CT) -0.05 3 n/a n/a BCDL 10.0 Code FBC2017/1PI2014 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. SLIDER Left 2x6 SP No.2 3-6-13 REACTIONS. (lb/size) 1=245/0-B-0, 3=152/Mechanical, 4=67/Mechanical Max Hom 1=195(LC 12) Max Uplift 1=-74(LC 12), 3= 185(LC 12), 4=-2(LC 12) Max Grav 1=245(LC 1), 3=165(LC 17), 4=98(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOPCHORD 1-3=-265/253 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; E1to C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exledor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 6-3-4 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: , Joint 1 SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 4 except (jt=lb) 3=185. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTok USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 WARNING. Vedydes/gnparnmeters and Sao NOTES ON TNIS DWCLUDEOM11EKBEFENANCEPAGEM&74"mre iN0142015BUONEUSE a�• Design valid for use only with MReI� connectors. ID* tlesign b based only upon pammefers shown, and Is for an IndN'Oual builtling component, not a truss system. Before use. the builtling designer must verify the applicability of tlesign parameters antl propetly Incorporate iNs tlesign Info me overall buJdIng design.&odngindk:oied 6 to prevent buckling of lndNldual kusaweb ondPor chord membersonly. Additional tempororyond permanent brodng MiTek' B always required for stabJity and to prevent collapse with possible personal Injury antl property damage. For general gultlance regarding me fobrlcoaon. storage, dalNery, erection and bracing of trusses and huss systems seeAN61/RII Cualkv GRAM, b66-09 and aC616u1dhp Compdn.nf 312, VA 22 14. 6904 Parke East BNd. Tampa, FL 33610 Sapp Informdlbn N ot.bia from Truss Rate Ins,tuta. 21a N. Lee Street. Suite Alexonddo. Job Truss Truss Type Oty Ply LOT 20/68/e INDIAN RIVERE T18927fi01 2320_(BFS) F03 Common 1 1 Jab Reference o tonal bunaers r1rawmaee trlant ury, VLl, rmm Glly, rL- atbb f, o.GVu s uec o zu la mi I eR lOaaameJ, nm. ID:FvYOYY7tLIw6rKPjtIHoKXY241 H-05ruyAjX_hXgb1YOTJZ9oXYOnLm4b23cyK4jl 5a8 = 3 0 Scale =1:27.2 Io 3x4 = ~_ 314 = 7-4.0 14-6-8 7-4-0 I 7-2-8 Plate Offsets (X Y)-- [4:0-0-8 0-0-4] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (roc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Vert(LL) 0.10 5-8 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.15 5-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 We Wa BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 531to 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. (lb/size) 4=53510-6-8, 2=613/0-8-0 Max Horz 2=151(LC 11) Max Uplift 4=-2971LC 12), 2=-423(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-764/531, 3-4=-765/560 BOT CHORD 2-5=-340/619, 4-5=-340/619 WEBS 3-5=0/325 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=l60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0. Interior(1) 1-8-0 to 7-4-0, Exterior(2) 7-4-0 to 10-4-0, Intedor(1) 10-4-0 to 14-6-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This Muss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This tmss 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joints) except Qt=lb) 4=297, 2=423. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 it USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 A WARNWG- V6MY design paremeMn end READ NOTES ON THIS AND WCLUDEO UD'EKREFERANCE PAGE Al rev. fasas:hns DEFORE USE Design valid for use only Wh MOekQ connectors. Thls design Is based only upon parameters shown, and Is for on Individual bullding component, not a truss system. Solaro use, the building designer must verity Me opplicabllity of design parameters and properly Incorporate MIS design Into the overall bulldingdeslgn. Bracing intlidated is to prevent budding of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTe' !East Is always required for stability and to prevent collapse with possible personal injury and property damage, For general guidance regarding Me fabrlcaaon Storage, delivery, erection and bracing of trusses and truss systems seeANSI/IPII Qu*'2T CMaM, DSB49 and BCSI Buldbp CompoMat VA 22 14. 6904 PaBNtl. Tampa, FL 33610 Safety Information vallable tram Truss Plate InstiNte, 218 N. fee Street Suite 312. Alexandria Job Truss Truss Type Oty Ply LOT 2016118 INDIAN RIVER T78927602 2320_(BFS) F04 Hip Girder 1 1 Job Reference (optional) Builders Flrstsource (Plant ury, FL), Plant City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries. Inc. Tue Dec 17 11:53:02 2019 3x4 = 46= 4x6 = 2x4 II 2x4 II 2-441 6-11-15 17-8-0 12-3.5 14.1-8 2-4-11 4-7A 0.&2 47-4 2-3-3 3x4 = Scale = 1:27.0 Plate Offsets (X Y)- 15:Edge 0-1-81 LOADING (psf) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Vert(LL) 0.12 7-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 7-13 >913 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.21 Horz(CT) 0.03 5 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matdx-MSH Weight: 58 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=919/0-6-8.2=992/0-e-0 Max Horz 2=146(LC 7) Max Uplift 5=-571(LC 8), 2=-695(LC 8) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1589/1003, 3-0=-1368/988, 4-5=-1591/1002 BOT CHORD 2-7=-768/1352, 6-7=-774/1368, 5-6=-767/1351 WEBS 3-7=-207/508, 4-6=-299/548 BRACING - TOP CHORD Structural wood sheathing directly applied or 3A-11 oc puriins. BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=1b) 5=571, 2=695. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142lb down and 285 lb up at 6-11-15, and 106 lb down and 171 Ito up at 7-8-1 on top chord, and 290 lb down and 181 lb up at 6-11-15, and 290 lb down and 181 It, up at 7-7-5 on bottom chord. The design/selection of such connection device(s) is 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). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3>54, 3-4=-54, 4-5=-54, 8-11=-20 Concentrated Loads (lb) Vert: 3=-95(F) 4= 87(F) 7=-290(F) 6=-290(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Celt 6634 6904 Parke East Blvd. Tampa FL 33610 Elate: December 17,2019 Q WARNWG-Vedrydes/gnprmretem end READ NOTES ON WSAND/NCLUDED M[TEKREPERANCEPAGEM674TJrn, 1aDLY015aEFORE USE. Design volitl for use only with MBeM connectors. This tlasign Is basetl only upon porameten shown, antl Is far On I"1Nlduol building component, not a hues ystem. Before use, th building designer must veafy the appircobl' of design porometers and properly Incorporate iNs tlesign Into the overall bulltling de9gn. Bracing lndlcated b to prevent buckl g of lndlvldudl hu-web and/orohortl members oNy. Atlditbnat temporary and permanent bracing b always requlretl for stability androprevent collapse with possible panonal injury antl propeM damage. For general guidance regarding the MiTek' fabricatbn, storage, d cry. erection antl bracng of musses antl muss systems. seeAN5 11 puolih CmiM. OSo 9 and fK31 luldhp Component Sably InformptbrpvaRoble mom truss Rate Ins6Nia. 21B N. Lee Sheet, suite 3,2, Alexandaa. VA 22 14. 6904 ParFa East BNd. Tampa, FL 33610 Job Tn}ss Truss Type Oty Pty LOT 20/68/8 INDIAN RIVER E 927603 2320_(BFS) GR2 Hip Girder 7 2 Job Reference (optional) 7 Nunders Fuslsource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 62019 MiTek Industries, Inc. Tue Dec 1711:53:06 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHOKxz241 H-n2fnDingoD96hoRzGtSKVbFExMTeGE9L6mTv7y83nx I_0-1 5-2-9 6-1-7 7-3-15 11- 0 4-0-1 1-2-7 610-15 1 1-&7 4.0-1 Scale=1:21.7 • 3.91 12 4x6 — 4x6 = 3 4 1.5x8 STP =5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress their NO Code FBC2017/TPI2014 REACTIONS. (lb/size) 1=3749/0-8-0, 6=3938/0-8-0 Max Ho¢ 1=-81(LC 6) Max Uplift 1=-1849(LC 8), 6=-1925(LC 8) ten. n Iwo n axo n 1. 1.5xB STP = 5.6 = CSI. DEFL. in (hoc) Well Ud PLATES GRIP TC 0.48 Vert(LL) 0.09 10-12 >999 240 MT20 244/19G BC 0.49 Vert(CT) -0.13 10-12 >999 180 WB 0.32 Hoa(CT) 0.03 6 n/a r/a Matnx-MSH Weight: 1131b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2>6176/3034, 2-3— 5846/2937, 3-4=-5679/2864, 4-5=-5850/2939, 5-6=-6170/3031 BOT CHORD 1-10= 2638/5512, 9-10=2665/5577, 8-9=-2714/5679, 7-8=-2663/5574, 6-7=-2638/5512 WEBS 2-10=-464/941, 3-9=-812/1655, 4-8=-842/1704, 5-7=-445/907 NOTES- 1) 2-plytmss to be connected together with 10d (0.131'x3') nails as follows: Top chords connected as follows: 2x4 -1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-7-0 oc. Webs connected as follows: 2x4 -1 raw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; E>to C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 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 chard 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 100 lb uplift at joints) except (jt=lb) 1=1849,6=1925. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1485 lb down and 735lb up at 1-11-4, 1485 Ib down and 735 Ib up at 3-11-4, 1293 Ib down and 627lb up at 5-11-4, and 1293 fib down and 627 lb up at 7-11-4, and 1293 lb down and 6271b up at 9-11-4 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: 1-2=-54, 2-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 1= 20 Confinu do ]a Joaquin Velez PE No.68182 MiTek USA, Inc. FL Carl 6634 6904 Parke East Blvd. Tampa FL 33610 Dale: December 17.2019 Q WARNMG- Verify JesfgnporametersanCREAONOTES ON TNISANOMCLUOEOMRKREFERANCEPAGEN67mmv. fO1032015BEFOREUSE Design valid far use only with MrekW connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �, a imss system. Before use, Me building designer must verify me applicability of design parameters and properly Incorporate this design Into the overall bulltling design. &ocing Indicated Is to prevent bucaing of individual trussweb and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabOlty and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrkotion,mstorage, delivery, erection and bracing of husses and hum systems, weANSVFPI I Quo CMeM, 056419 and BCSI Building Component Solely Mlorptbrnvo0oble 312 69M PaAe£ast Blvd. Tampa, FL 33610 from Truss Plate Initltute, 218 N. Lee Street. Suite Alexond .VA 22314. Job Truss Truss Type CA Ply Ply LOT 20160/8 INDIAN RIVER T78927603 2320_(BFS) GR2 Hip Girder 1 2 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:06 2019 Page 2 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-n2fnDingoD96hoRzGtBKVbFExMTeGE9L6coTv7y83nx LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=-1485(F) 8=-1293(F) 15=-1485(F) 16_ 1293(F) 17=-1293(F) Q WARNWG-Ver/fydesfgnP etemand READ NOTES ON TNISANDWCLUOEOMRKREFERANCEPAGEM&74"rev.16WS2015BEFORE USE Design valid far use any with MBekO connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not a cuss system. Before use, Me bullding designer must verity the appllmbllity of design parameters and papery Incorporate this design Into the overall bulidingdeslgn. Bracing indicated Is to prevent buckling of Individual trussweb and/or chard members only.Adc[Mcnol 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, ❑eltvery. erection and bracing of trusses and truss systems, seeANSVTPII CuolMltryy Cmlrb/OS6d9 and BCSI Building Component 69U Parke E.1 Bind, Tampa, FL 33610 Safety Mform tbmvaMable tram Truss Plate Institute, 218 N. Lee Street Suite 312 Alexandra. VA 22314, Job Truss Trues Type - Oty Ply LOT 20168/8 INDIAN RIVER T18927604 2320_(BFS) GR3 Half Hip Girder 1 2 Job Reference (optional_ Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:07 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHoKXz241 H-FFC9DDoIZ)(H&"AgagZ2onOVmol7aVUKGx1 SZy83nw 4.411 8-4-15 11-1-9 14-7-4 4-0-11 4-04 2-8-10 3-5-11 - - uxe = 1.Sxe STP = exa u 5x8 = 2.4 It 5xB = 12 1.5x8 STP = Scale=1:29.2 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 lncr NO Code FBC2017/rP12014 CSI. TC 0.55 BC 0.54 WB 0.83 Matdx-MSH DEFL. in Vert(LL) 0.14 Vert(CT) -0.17 Hom(CT) 0.02 (too) Vdefl Ud 8-9 >999 240 8-9 >999 180 6 n/a n1a PLATES GRIP MT20 244/190 Weight: 1951b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-6 oc pudins, _ BOT CHORD 2x6 SP M 26 except end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5-7: 2x4 SP No.2 REACTIONS. (lb/size) 1=3055/0-8-0, 6=5409/0-7-4 Max Hom 1=262(LC 8) Max Uplift 1=-1641(LC 8), 6= 2911(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-6808/3674, 2-3=-5418/2921, 3-4=-3566/1921, 4-5=-3566/1921, 5-6=-4535/2502 ROT CHORD 1-9=-3462/6045, 8-9=-3462/6045, 7-8=-2747/4960 WEBS 2-9=-534/1061, 2-8=-1392./898,3-8=-2407/4363, 3-7=-2558/1526, 5-7=-3046/5660 NOTES- 1) 2-ply trues to be Connected togetherwith 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs Connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45f ; L=24f ; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water pending. 5) This truss has been designed for a 10.0 psi 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) Bearings are assumed to be: Joint 1 SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=1641,6=2911. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 2906 lb down and 17021b up at 7-1-8, 1494 lb down and 7541b up at 9-0-12, and 1495 lb down and 753 1b up at 11-0-12, and 15001b down and 746 lb up at 13-0-12 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 (pig Vert: 1-3=-54, 3-5=-54, 1-6=-20 Continued on Daae 2 Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 OWARNING-Vnflydesl9npremetersenCREAD NOTES ON TN/SAND INCLUDED MMEKREFERANCEPAGEM6747a rev. 10=015BEFOREUSE. Design valitl for use only with MBek®connectors, fits design Is based only upon parameters shown, and b for on Individual bdid ng component, not M1 a fruss system. Before use. the bulltling designer musiverify me appllcablliN of design parameters antl properly Incorporate this tlesign Info the overall bulltling design. &acing lntlicatetl kto buckl"o.fl ddual truss web and/or cha,d members only. AdtliBonal temporary and permanent bracng MiTek' proven, B always required for stabillN antl to prevent collapse wilh possible personal injury and property tlamage. For general gultlance regarding the fobrlcor. storage, tlelivery, erecllon and bracing of frusses and truss systems, seeAN3UIPll Guyky Crif ea DSB4111 and SCSI BWdbp Ce.Denml 6904 Parka Easl Blvd. SOM1Iy In/pmsatbrs'rvolloble from Truss Plate ImiOute. 21B N. Lee street Suite 312, Alexanon. VA 2231 d. Tampa. FL 33610 Job Tnsss Truss Type OtY Ply LOT 20/68/8 INDIAN RIVER T78927604 2320_(BFS) GR3 Half Hip Girder 1 2 Job Reference o tional Builders FlrstSource (Plant City, FL), Plant City, FL-33567. 8.240 s Dec 62019 MiTek Industdes, Inc. Tue Dec 17 11:53:07 2019 Page 2 ID:FvYOYY7tUw6rKPjtlHoKXz241 H-FFC9DDol7XHzIyOAgagZ2onOVmollaVUKGX1SZy83nw LOAD CASE(S) Standard Concentrated Loads (lb) Verl: 7=-1495(B) 13=-2906(B) 14=-1494(B)15=-1500(B) O WARNING-Vadlydes/gnpammetemendREAONOMS ONTNISANONCGUOEDMREKREFERANCEPAGEMINOTJmv. fe�AiI1015BEFORE USE. Deslgn valid for use onlywith MRek®cannectors. This tlesign Is basetl only upon parameters shown. antl b for an IntlNltlual bulltling component, not a hug system. 3efoie use, the building deOgner must verify the applicability of design parameters antl pmpetly Incorporate this design Into me overall bulltling tlesign. &acing lndicofetl Bio prevent buckling of lndlNdual hussweb and/or chord members oNy. Additional temporary antl permanent bracing MiTek' balwaysrequlredforsfablllNandfopreventcollapseoemposslblepaisonalinjuryantlpropertytlamaga. For general guidanceregortlingthe fabrication nora9. delNery, erection and b.aclOg of trusses and truss systems seeANSVIPit GuaIM Cmbb, D58 9 and BCSI luldbB Component Sal. In fonnatbrsavalable h0m Truss Plate lrs'Wte. 218 N. Lee 5freat Suite 3IZ Ale.andAa. VA 02 14. 6904 Peke East BNtl. TemOa, R 33610 Job Truss Truss Type city Ply LOT 20/68/8 INDIAN RIVER T78927605 2320_(BFS) H2 Jack -Open Girder 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:08 2019 Page 1 ID:FVYOYY7tUw6rKPjtlHoKXz241 H-jRmXOZpwKrPgx6bMOIBoaOKakAERkDjeZwHa__Oy83nv 4.5.12 2.0-7 1-5-12 207 Scale -1:9.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 7 >999 240 W20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress )nor YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=31/Mechanical, 2=183/0-4-6, 4=12/Mechanical Max Horz 2=115(LC 12) Max Uplift 3= 23(LC 9). 2=-211(LC 12) Max Gmv 3=33(LC 17), 2=183(LC 1), 4=30(LC 3) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 cc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;.h=25ft; B=45f ; L=248; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=211. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 A WARNU/G_Vw,1y OeslgnParemeteraeAdREAO NOTES ON MMANDNCLUOFDMITEKREFERANCEPAGEMR74M.re.. 1NDY1015BEFOREUSE. Oesignvalid far use only wlm MRek® connectors. this daslgn 6 based only upon parameters shown, and Is far an Indrvldual bulltling component, not �'- a fru5s system. Before use, the bulltling tlesigner must vaAfy the applicablllfy of tleslgn parameters and properly Incoryorote this tleOgn Into me overall bulltling design. Bracing lntllcoted6to buckling of lndlNdual buss web antl/or chord mem5en only. AtldlHonOl temporary and brodng Mi prevent permanent Is always requlretlfar stabilly antl to prevent collapse wim pos4to personal lnluryantl property tltllayymage. For general guidance regording the ek' aA si lnfarin rOvoilonta from T. Plate Irmiu,, .21B Ne Lee She.. Sint 312 Al .on b. VaA 243 4me� DS!-0e and tsCSl 6u1de1p Comlbnmt East SW. 69" Parke 33610 Jab Truss Truss Type Oty Ply LOT 2DI68/8 INDIAN RIVER E T78927606 2320_(BFS) H3 Jack -Open 2 1 Job Reference (optional) Builders FimtSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:09 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKXz241 H.BdKwevpY58%hYG9Yx?i17DtIIZYpTgznoaO8WSy83nu -0.6.2 4.1.1 1-6.2 4-1.1 Scale=1:14.3 41-1 LOADING (psf) SPACING- 2-0-0 CSI. L. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20CT) -0.03 FH 4-7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 15 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. (Ib/size) 3=89/Mechanical, 2=246/0-4-3, 4=44/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-92(LC 12), 2=-216(LC 12) Max Gmv 3=89(LC 1), 2=246(LC 1), 4=69(LC 3) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; SCDL=6.Opsf; h=25ft; B=451t; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) -1-6-2 to 2-8-12, Extedor(2) 2-8-12 to 4-0-5 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 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 Ot=1b) 2=216. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6964 Parka East Blvd. Tampa FL 33616 Date: December 17,2019 Job Truss Truss Type Oty Ply LOT 20/68/8 INDIAN RIVER T18927fi07 2320_(BFS) HSP DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Molders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:10 2019 Page 1 ID:FVYOYY7tL1w6rKPjtIHOKXz241 H.gpulrFgAsSfYAOkIViDGgRPsMuNC7DxOEmh2uy83nt -1-10,10 4-2-6 7-0.14 1-10-10 4-2-6 2-10.8 Scale =1:17.4 Plate Offsets (X Y)— f2:0-0-3 Edgel LOADING (psf) SPACING. 2-" CSI. DEFL. in (too) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.71 Vert(LL) 0.26 4-7 >318 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.44 Ven(CT) 0.23 4-7 >35B 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.00 Horz(CT) -0.00 3 rVa n/a BCDL 10.0 Code FBC2017ITP12014 Matdx-MP Weight: 25 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=119/Mechanical, 2=199/0-5-11, 4=56/Mechanical Max Horz 2=216(LC 8) Max Uplift 3=-175(LC 4), 2=-355(LC 4), 4_ 104(LC 4) Max Grav 3=119(LC 1), 2=199(LC 1), 4=97(LC 3)' FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Bearings are assumed to be: Joint 2 SYP No.2 crushing capacity of 565 psi, Joint 4 SYP N0.2 crushing capacity of 565 psi. 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 (jt=lb) 3=175, 2=355, 4=104. ' 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 75 lb up at 1-5-12, 55 lb down and 75 lb up at 1-5-12, and 31b down and 106lb up at 4-3-11, and 3lb down and 1061b up at 4-3-11 on top chord, and 24 lb down and 48 lb up at 1-5-12, 24 lb down and 48 lb up at 1-5-12, and 5 lb down and 13lb up at 4-3-11, and 5lb down and 13 lb up at 4-3-11 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 lncrease=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3_ 54, 4-5=-20 Concentrated Loads (Ib) Vert: 8=150(F=75, B=75) 9=41(F=20, B=20) 10=51(F=26, 3=26) 11=4(F=2, B=2) Joaquin Velez PE No.68182 MTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARAF efi design pareme(em end READ NOTES ONTN/SANDINCLUDED MO'EKREFERANCEPAGEMM1747J rev. IaTYf0r5 BEFORE USE Design valltl far use only with MOelsal connectors. lhls tlesign Is based only upon parameters mown, antl 6 for an Intllvldu0I bull0lno component, not o" system. Before use, the builtling designer must verey the appllcObllHy of designparametersand property Incorporate this tlaslgn Into me overall build tleagn.BracingIntlicatedistopreventbucklingoflndNltlualfrusswebOntl/orohe'd membersonly.Atldikon0ltemporaryantlperrnanentbraclnB b always requaetl for sfob0, antl to prevent c011opse wltls possible personN Injury antl Wopedy tlama9e. For general guWOnce reOartlNg Me fabrtca,,an, storage, ddi .ry erection antl bracing of trusses and buss systems. seeANSVIPIt GuaBM CRah, DSo 9 antl aCSI EWdbp Gompon.nr Sof. mforma6omv."able from Tnffi Flote InsBMe,218 N. Lae Street. Suite 3, 2. Alaxandrta VA 2214. �'- MiTek' 6904 Parke Eesl BNd. Tampa, FL 33610 Job Truss Truss Type Ply LOT 20/6a/B INDIAN RIVER E T78927608 2320_(BFS) H7 DIAGONAL HIP GIRDER fi 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 6 2019 MITek Industries, Inc. I us Dec 17 11:53:11 2019 ID:FvYOYY7lUw6rKPjtlHoK%z241 H.8OSg3brpdmnPoaJx3OkVCey7bNDLxVv4FuVE1 Scale=1:2I3.4 ]o 1 N 3x4 = LOADING (psQ SPACING- 2-0-0 CS'_ DEFL, in (lac) .Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.35 Vert(LL). 0.04 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.26 Vert(CT) 0.04 7-10 >999 180 BCLL 0.0 Rep Stress ]nor NO WB 0.16 Horz(CT) -0.01 5 rda r/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-MSH Weight: 421b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-1-5 cc bracing. WEBS 2x4 SP No.3 REACTIONS. (I alsize) 4=85/Mechaniml, 2=300/0-8-0, 5=274/Mechanical Max Horz 2=278(LC 8) Max Uplift 4=-103(LC 8), 2=-344(LC 4), 5=-232(LC 4) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=451/424 BOT CHORD 2-7=-409/391, 6-7=409/391 WEBS 3-6=-469/491 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. 11; Exis C; Encl., GCG=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This MISS has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for Muss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joints) except Qt=lb) 4=103, 2=344, 5=232. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 60 Its down and 75 lb up at 1-5-12, 60 Its down and 75 Its up at 1-5-12, 9Ib down and 100 Its up at 4-3-11, 9 Ito down and 100 Ib up at 4-3-11, and 22 Ito down and 166111 up at 7-1-10, and 22 Its down and 166 Ib up at 7-1-10 on top chord, and 48 Ito up at 1-5-12, 481b up at 1-5-12, 17111 up at 4-3-11, 17lb up at 4-0-11, and 18 Ib down and 6 Ib up at 7-1-10, and 18 Its down and 6 Its up at 7-1.-10 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plQ Vert: 14=-54, 5-8i Concentrated Loads (Ib) Vert: 11=150(F=75, B=75) 12=41(F=20, B=20) 13=45(F=-22, B=-22) 14=51(F=26, B=26) 15=4(F=2, B=2) 16=-31(F=-15, Joaquin Velez PE No.68182 B=-15) MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 &WARNING-Vadflvd,yl,ssametena.d READN07ES ON TN6ANDINCLUDEDMREKREPERANCEPAGEMX74 .v. idRiR015BEFORE USE Design valid for use only with Mrek® connectors. Ais design Is based only upon parameters shown, and Is for an Individual building component, not �'- a hum system. Before use, Me building designer must verity the applicability of design parameters and properly Incorporate Mis design Into the overall buJOingdesign. Bracing Indicated 6tobuckling Individual hum web and/or chord members only. Addlllonaitemporary and brai MiTek" prevent ofpermanent Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regartlingihe fabrication, storage, delivery, erection and bracing of husses and truss systems seeAN$Iyr911 Quall Criteria. DS149 and ICSI Building Component 69M Parke East Blvd. Tampa, FL 33610 Salety InfOrm ficnovollabie from Truss Plate Institute, 218 N. Lee Street Suite 312. Alexandria, VA 22 14. Job Truss Truss Type City Ply LOT 20/68/8 INDIAN RIVER E T18927610 2320_(BFS) K01 Hip Girder 1 1 Job Reference (optional) Builders FirstSoume (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 62019 ID:FvYOYY71 W w6rKPit[HoKXz241 H. 3.97 FIT 46 = 4x6 = 4xV — 20 Industries, Inc. Tue Dec 17 11:53:13 2019 Page 1 3x4 = Scale=1:23.6 LOADING (pst) SPACING- 2-0-0 est. DEFL in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.18 Vert(LL) 0.03 11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.23 Vert(CT) -0.03 9-10 >999 180 BCLL 0.0 Rep Stress [nor NO WB 0.05 HDrz(CT) 0.01 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-MSH Weight: 55 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-0-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=560/0-4-0, 7=560/0-4-0 Max Horz 2=-78(LC 6) Max Uplift 2=-394(LC 8), 7=-394(LC 8) FORCES. (lb) - Max. CompJIAax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-844/457, 3-4=-815/538, 4-5=-764/527, 5-6=-815/538, 6-7=-844/457 BOT CHORD 2-12=-0637737, 11-12=-373/736, 10-11=-425/764, 9-10=-366/736, 7-9=-358/737 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=25ft; B=45ft; L=24111; eave=6tt; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.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) All bearings are assumed to be SYP No.2 crushing Capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=394, 7=394. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 221b down and 721b up at 1-10-13, 34 lb down and 88 lb up at 3-8-0, 78 Ib down and 193 Ib up at 4-7-5, 78 lb down and 1931b up at 6-8-11, and 34 lb down and 88 lb up at 7-8-0, and 22 lb down and 72 lb up at 9-5-3 on top chord, and 0lb down at 1-10-13, 41b down at 3-8-0, 31 lb down at 4-7-5, 31 lb down at 6-7-7, and 41b down at 7-8-0, and 0lb down at 9-5-3 on bottom chord. The design/selection of such Connection device(s) is the responsibility of ethers. 9) 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 (plQ Vert: 1-3=-54, 3-4=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (Ib) Vert: 4=-37(B) 5=-37(B) 12=-O(B) 11=-27(B) 10=.27(B) 9=-D(B) 21=-4(B) 22=-0(B) Joaquin Velez PE No.66182 Mitek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -Vedfy design par .Uua and READ NOTES ON THLSAND INCLUDED MREKREFERANCE PAGEMX7473 rev. 1NO3k2015 BEFORE USE Deslgn volltl for use only with MRek® connectors. This design 6 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 propery Incorporate this design Into Me overall buidingdosign. Bracing Indicated 6 to buckling Individual truss web and/or Chord members only. Additional temporary and MiTek' prevent of permonentbracing 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 th oses and truss systems. seeANSVrP11 Gual69 Cill DSB-89 and SCSI Building Component 69M Parke East Blvd. Safety li fermationavoiiable from Truss Plate Institute. 218 N. Lee Sheet, Suite 312. Alexcndtia VA 22314. Tampa, FL 33610 Job Tmsa Truss Type OtY Ply LOT 20/68/8 INDIAN RIVER T78927fi11 2320_(BFS) P07 HIP GIRDER 1 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:15 2019 Page 1 IZGW vXBm]cZHy84v6.OnhBuyWtLHrGBdiIGpRNU7fo_THtHggAWTSk6y83no Scale=1:36.9 46 = NAILED 3 4x10 MT20HS= NAILED NAILED 3x4 NAILED NAILED Special 18 19 4 20 21 5 3x6 = 3x4 = NAILED US = 3x4 = NAILED 2x4 11 3x6 = Special NAILED NAILED Special 5-0.0 10.0.0 15-0-0 20-0.0 5-0.0 `00 5-0-0 5-0.0 Plate Offsets (X Y)-- [5:0-7-0 0-2-0] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Ven(LL) 0.30 8-9 >793 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.25 8-9 >976 180 W20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0:50 Hom(CT) -0.09 6 n1a Na BCDL 10.0 Code FBC2017frP12014 Matdx-MS Weight: 91 Ito FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1148/0-4-0, 6=1169/0-0-0 Max Horz 2=-131(LC 6) Max Uplift 2=-1484(LC 8), 6=-1534(LC 8) FORCES. (III) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=-2033/2581, 3-4=-1800/2412, 4-5=-2445/3248,.5-6=-2080/2690 BOT CHORD 2-11=-2162/1769, 9-11=-3046/2445, 8-9=-2269/1822, 6-8=-2251/1811 WEBS 3-11=-769/570,4-11=-790/998, 5-9=-892/746, 5-8=a24/328 BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc pudins. BOT CHORD Rigid ceiling directly applied or3-2-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vascii 24mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; B=45ft; L=40tt; eave=5tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pet bottom chord live load nonconcurent 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 100111 uplift at joint(s) except Qt=lb) 2=1484, 6=1534. 8) "NAILED' indicates 3-1Od (0.148"x3") or3-12d (0. 1 48"x3.25") toe -nails per NDS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 Ito down and 383 Ito up at 15-0-0 on top chord, and 87 Ib down and 135lb up at 5-0-0, and 87 Ib down and 135 Its up at 14-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) 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 (plq Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (Ib) Vert: 3=-61(F) 5=-104(F) 11=-65(F) 8=-65(F) 18=-61(F) 19=-61(F)20=-61(F)21=-61(F) 22=-38(F) 23=-38(F)24=-38(F) 25=-08(F) Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING -116ftCeslgn pammeremmtd READ NOTES ON TNISAND/NCLUDEDMREKREFERANCEPAGEM674MJn 10113, ISBEFOREUSE Design valid shown, and Is for an Individual bulltling ��- for use ordy with Wake, connectors. Ihls design Is based only upon parameters component, not a truss system. Before use, the building designer must verify me applicability of design parameters and properly Incorporate this tlesign Into the overall buildingdesign. Beano Indicated is to prevent buciding oflndMdual Muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Isalways requlredfor stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlcaflor storage, delivery, creation and bracing of trusses and truss systems, serEANS1/IPII Cuall Cher, DS949 and BCSI Building Component 22314. 6904 Parker East Blvd.Si Tampa, FL 33610 Inf0mmak nwolloble from Trust Plate Institute, 218 N. Lee Sheet Suite 312, AliVA Job Truss Truss Type OtY Ply LOT 20/68/6 INDIAN RIVER T78927612 2320_(BFS) POB HIP 1 1 Job Reference (optional) ommem rrv.rouu,ue Inem VIty' ry, mm ury; r�-avbvr, 6.24U 5 U8C b zul U MI I eK Industries. inc. I ue Uec l / T T:bu:I / Zulu vane l a 8x10 = 3 18 19 5xS = 20 214 3.6 = 2x4 II 3x4 — 3x4 = 3x6 = Scale = 1:36.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Weil L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ve I(LL) 0.33 9-12 >730 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) 0.28 9-12 >866 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.16 Horz(CT) -0.04 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 86 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 3-4: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. ' BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=812/04-0,5=812/04-0 " Max Horz 2=-172(LC 10) Max Uplift 2=-960(LC 12), 5=-960(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1170/2354, 3-4= 1004/2279, 4-5=-1171/2355 BOT CHORD 2-9=-1912/997, 7-9=-1936/1003, 5-7=-1934/998 WEBS 3-9=-580/262, 4-7= 604/262 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; B=45h; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 2-8-0, Interior(1) 2-8-0 to 7-0-0, Exterior(2) 7-0-0 to 12-7-14, Intedor(1) 12-7-14 to 13-", Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 214-0 zone; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in al I areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at --lb) 2=960, 5=960. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.66162 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING-Vcdfytleslgnpa2mefc1.amd READ NOTES ON TNISAND/NCLUDED MMEKREFERANCEPAGEM&74731cv. 10MV20156EFORE USE. Deslgnvalid for use oNy wtih MRek®connecfors. Th6 design Is ba-d oNy upon parameters shown, and b for an IndNldual buding component not ��- a tnrss system. Before use, the balding designer must verity the appllccbllity of tlaslgn parameters and properly Incorporate tt9s tlaslgn Into Me overall builCing tlaslgn. aracingindlcated isfo prevent buckling.( lndMdual puss web and/or chord members only. Additional temporary and permanent bracing s■s RA IY1�TBk- italways required for stability and b prevenicollopse with poulble personal Iniury and property damage. Far general gultlonce regarding the fobrlcbtion, storage, delivery, erection and bracing of trusses and muss systems reel W31/IPII CVa11ty CM.M, G8ffd9 antl If 1 Bultlhp Componml Sab1y Infbma6brwaibble Alexandria, VA 22314. fi904 Parke East Blvd. Tampa, FL 33610 mom Truss %ate Institute. 21 B N. Lee Sheet yule 312. Jab Truss Truss Type pry Ply LOT 20/68/B INDIAN RIVERE T78927613 2320_(BFS) P09 HIP 1 1 Job Reference foot on 11 -"^.-•..'..•­%... I "^y, �. ,_.„,y, a.eVubuec aeu,tl IvilluRlnu Lames, Inc. rueueclr 11:aJ:10eule 1 4x6 = 4x6 = 4 5 4x6 = 5x8 WB= 4x6 = 3x4 = 3x4 — Scale = 1:37.2 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 ]nor YES Code FBC2017/TP12014 CS]. TC 0.97 BC 0.84 WB 0.37 Matrix -AS DEFL. in Ven(LL) 0.54 Ven(CT) 0.45 Horz(CT) -0.03 (loc) Vdefl Ud 9-17 >448 240 9-17 >538 180 7 n1a n/a PLATES GRIP MT20 244/190 Weight: 94 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=812/0-4-0, 7=812/0-4-0 Max Horz 2=-213(LC 10) Max Uplift 2=-960(LC 12), 7=-960(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23=-1182/2265, 3-4=-971/2092, 4-5=-824/1893, 5-F:=-971/2092, 6-7=-118212265 BOT CHORD 2-1 1=-1 89811022, 9-11=-1507/824, 7-9=-191811022 WEBS 3-11=-328/639,4-11=-903/338, 5-9=-903/338,6-9=328/639 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=40ft; eave=5f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 2-8-0, Interior(l) 2-8-0 to 9-0-0, Extenor(2) 9-0-0 to 16-7-14, Interior(1) 16-7-14 to 21-4-0 zone; parch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jt=1b) 2=960, 7=960. 7) This truss design requires that a minimum of 7/16' structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MfTek USA, [he. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 O WARNING- Verdydeslgnpalameaels8n✓READ NOTES ON TN/SAND INCLUDED MREKBEFERANCEPAGEM11-74n.v. 164012V15BEFORE USE. Design va"d tot use only with Mirel� connectors. Ihis design b loosed 0Ny upon parameters shown, antl Is for an IntlMtlual builtling component, not ��- a buss ystem. Before use, the bulltling designs mustverity the app"cobllity of tleslgn parameters and properly Incorporate In6 tlesign info Me overall bulltling tledgn. Bracing lndic7d is to p"EmbucklingoflndMduai hu--.6 and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requlretl for stobllly antl b prevent collapse wen possible personal Injury antl propeM tlomoga. For general guitlance regarding the fabricatlan, storage. tlellvery, erection and bracng of trusses antl truss systems, seeAN5U1P11 Caolky CM.Ao, DSBd9 antl BCSI BuldhD Cempon.nt 6904 Parke East Blvd. Sot ty Inlormafbrnvoa.b'.'.m Truss Plot. lrs ue. 218 N. Lee street Suite 312 Alexontlr,. VA 22314. Tampa, FL 33610 Job Truss Truss Type Illy Ply LOT 20/6WB INDIAN RIVER E T18927614 2320_(BFS) FBI PIGGYBACK 6 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 3x4 = 3xe = 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:19 2019 Page 1 ID:FVYOYY7tUw6rKPltlHDKXz241 H.vYxikKxgkDoGI.wTX5tNXKH W ybxW pCRF57Smy83nk 3x6 = Scale F 1:14.8 I�]6 Plate Offsets (X Y)-- [2:Edge 0-04] [3:0-2-0 Edge] [4:Edge 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) n1a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 5 n/a n/a BCDL 10.0 Code FBC2017[TP12014 Matrix-P Weight: 20lb FT=20% LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. Allbearings74-0. (Ib) - Max Hom 1=-58(LC 10) Max Uplift All uplift 100lb or less at joint(s) 1, 5 except 2=-211(LC 12), 4=-211(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 1, 5 except 2=301(LC 17), 4=293(LC 1) FORCES. (lb) - Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-164/255, 3-4=-164/255 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; 8=45ft; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-" wide will fit between the bottom chord and any other members. 6) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 5 except Qt=11b) 2=211, 4=211. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING- Vedry deslgnpardmefem end READ NOTES ON THISANDINCLUDED MREKREPERANCEPAGEMa-74nnW. 1daYLa15BEFORE USE Design valitl for use only with MBelt® connectors. Ihls tlesign Is based only upon parameters shown, and 6 for an IndNidual bulding component, not ��- . truss system. Before use, me builtling tlesigner must verity the.ppllcpbllltY of design parameter and progeny Incorporate fNI design Into me overall bulltling tleslgn. &.clog Indicated bra prevent buckling of lntlMdupl truss web antl/or chortl members only. Adtlinonpl temporary pod permanantbrodng �A rvl[1Qk' Is always regalred for Itobelty and to prevent coilopsa w,m posdbie personal Inlury and property damage. For genera guitlance regarding the fpbrlc.Hon. storage, tlelNery. ereceon and br..mg of tnrsses and truss systems, seeAN6UiPl1 Quality CMedo, D6B419 and ktll Bu1dND Componml SOINy Informatbnavallob1. from Truss ".fe Instlrun. 218 N WaS,atSulfe 312. Alex.ntlria, VA Z231 d. 6904 Parke Eesl Bid. Tempe. FL 33610 Job Truss Truss Type - Oty Pl=LOT INDIAN RIVERET18927615 2320(BFS) PB2 Piggyback 2 (optional) Builders FlrstSource (Plant Utty, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 Mi fek Industries, Inc. Tue Dec 1711:53:20 2019 Page 1 ID: FvY0YY7tUw6rKPjt[HOKXz241 H-NIV4ygySVXw7NyVg5pOc3Yggb?JMYehPKnBDPJy83nj 2-0-0 5.4.0 i]-4-0 2-0-0 3.4.0 2.0.0 6.00 12 3x4 = 30 = 3x4 = 3x4 = Scale =1:15.1 Plate Offsets (X Y)-- [3:0-2-00-2-81 [4:0-2-0 0-2-81 LOADING (psQ SPACING- 2-" CS]. DEFL. in (loc) Mail Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 6 n/a n/a BCDL 10.0 Cade FBC2017/TP12014 Matdx-R Weight: 19 lb FT=20% LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1=-67/7-4-0, 6=-67/7-4-0, 2=310/7-4-0, 5=310/7-4-0 Max Hoa 1=-29(LC 10) Max Uplift 1=-105(LC 3). 6=-105(LC 3), 2=-140(LC 9), 5=-136(LC 8) Max Grav 1=2(LC 9), 2=313(LC 21). 5=313(LC 22) FORCES. (lb) - Max CompJMax. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 2-3=-274/496, 3-4=-233/460, 4-5=-274/496 BOTCHORD 2-5=-364/233 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25H; B=45h; L=24ft; eave=6f ; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) Gable requires continuous bottom chord beating. 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 lead 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) All bearings are assumed to be SYP No.2 crushing capacity of 565 psi. 8) Provide mechanical connection (by others) of truss to beating plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 1=105, 6=105, 2=140, 5=136. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. Joaquin Velez PE N0.68182 Mifek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING -Verily des/enparmnerers end gfilD NOTE90N7gla ANp INCLUGEO MgEK gEFEHANCEPAGE MO-]47Jrey. 16AY10r5BEFegE USE 9eslgnvalid for use only vAM MOek®connectors. m do" n Is based only upon parameters shown. and b /or an Ind of I bulltlin9 component no' M'- a huu system. Before use, the building deslgner must verity the appllcabllHy of design parameters antl properly Incorporate this tlaslgn Into Me overall building tlaslgn. Bracing intlicatetl is to prevenlbuaklln0 of lnd"dual truss web and/ or chord member oNy. Additlonaltemporary and permanent bradng MiTek' e alway9 required for stability antl to prevent collapse Win possible personal Nlury and property tlamage. For general gultlanca regartling the fobrlcakon, storage, delNery, erecuon and bracing of tnssses and (suss systems seeANSVB'11 Guollh CMeM, D69-09 antl BC31 Build Cpmponml Sahty Infmmrslbnova0able from Tnus Rate euit te, 218 N. Street Suite 312 Alexantlrla. VA 221d. 6904 Parke East BNtl. Tempe, FL 33610 Lee Symbols PLATE LOCATION AND ORIENTATION 1 S74 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. Q �71dr For 4 x 2 orientation, locate plates 0-11ia 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 width measured perpendicular 4 x 4 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 '��no (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSIITP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, t Guide to Good Practice for Handling, In3talling & Bracing of Metal Plate Cgnnected Wood Trusses. Numbering System I 6-4-8 I dimensions shown incabdeenths scale) IIII (Drawings not To scale) 5 JOINTS ARE GENERALLY NUMBEREDAETIERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETIERS. PRODUCT CODE APPROVALS ICC-ES.Reports; ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for windloads 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 1V11t� MiTek' MITek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or.Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal 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 ANSI/rPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANS17rPl 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10, Camber is a non-structural consideration and Is the responslbllNy of truss fabricator. General practice Is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specked. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, If no ceiling Is installed, unless otherwise noted. 16. Connections not shown are the responsibility of others. 16, Do not cut or otter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with . ANSI/TPI 1 Quality Criterla.