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HomeMy WebLinkAboutTruss249 Maitland Avenue„ Suite 3000 D Altamonte Springs, Florida 01 P:(321)972-04911 F:(321)972-72-04841 E:infola"'7Fdseng.com 8 Website: www.fdseng.com ASSOCIATES December 24, 2019 Building Department Ref: Adams Homes Lot: Lot 34 Blk. 2 Subdivision: Fort Pierce - Waterstone Address: 8505 Waterstone Blvd. Model: 2320 B RH KA # 19-8703 Truss Company: Builders First Source Date of drawings: 12/17/19 Job No.: 2199126 Wind Speed: 160 Exposure: C Truss Engineer: Joaquin Velez To whom it may concern, =RECEIVEDST. Luc 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. Sincerely, Carl FL. i 12/24/2019 > Pablo Torres, P.E. Todd M. Born, P.E. # 87864 FL. # 82126C'LE COY with a Service Mindset and an Eye for Detail" T T T CAUTIONM 13-DB-00 ",&0 Nk IF t FAfo Valley Framing by dye e .lsrmtlauz ire. gwjjz ac ot)Edd A '107 lot, C tV91Yt, c^!rt1 vrslb sm 10.rrBn;,uupel r+i.vJ to LVdrl91 101 ,oc ai AbDAo 2NiT• sot 1, 'r;3r ion nr:zsh �tif n'r. r rS Vq"IG' dT tr r u11 '17!l'.. oliC T.J O'Lc 4 29'.r :UP IS CII`Gl. rii pIMO91 hr5 ZS?P.;";,1r7 it] ;r, Ilg 1O 7`:ht 'Pt glow aid En •1n�hsizrl.:_ trr, s'sa s nI r.'mty 2i CONNECTORS SCHEDULE ROOF TRUSS QT ID MODEL ROOF UPLIFT SYM 0 1 A-11 LUS24 / JUS24 895 / 835 490 /510 1++" 8 AN/THD28-2 HD26 3600 / 3470 1555 / 2330 +v, 0 BHD28 4680 / 5040 2140 / 2330 +1a 1 C / THD26-2 3600 / 3365 2175 / 2340 +IF 0 D/ THD28.2 4680/5006 3485/2696 +IP0 E 2 / THDH26.2 5320/ 5245 2155/2340 +U 0 F 2 / THDH28.2 7460/8026 3235/3330 1V0 G 3 / THDH263 5230 / 6245 2155 / 2340 +0 H / THDH28J 7460 / 7835 3235 / 4370 + w 0 J THJA26 / HJC26 9100 / 8990 4095 / 4370 D n 3X8NOP score F++nNENLCXSMO .. huDs"o6 sus i0 FRROVLL 6M6 CED➢p FIWNq IS W ISD re f FN BY 6 W D W sacr caa Farce mumrn svrtwc<are�vamaaarnc IMPORTANT mnnsEn « wl u�cvawiiaoiiF This Dmwin9 Must Ba Appoi And wa,mtmr a09eINKEFICFaIf[a Rotumed Before Fabrication Will mwan BavEeaax onorm Feaa ru rsF eanea woeoam loco Beefs. For Your Protection Check All xsxcoxc,wrumwm urremwuw wwa Dimensions Oimoona And Conditions Ptlor To APBELOELOOf Plan. SIGNATURE BW INDICATES ALL ROOF LOADING FLOOR LOADING NOTES AND DIMENSIONS HAVE TOM: 20 PSF TCLL• 40 PSF BEEN ACCEPTED. TCDL: 07 PSF TCDL: 10 PSF By Date_ BCOL: 10 PSF BCDL: 6 PSF TOTAL: 37 PSF TOTAL: 66 PSF DURATION: 1.25 DURATION: 1.00 NOT ATTEMPT TO ERECT SSES WITHOUT REFERRING TO ENGINEERING DRAWiNGS AND I-BI SUMMARY SHEETS. PERMANENT BRACING MUST BE PLACE PRIOR TO LOADING SSES (le. SHEATHING, taus. ETC.) INTERIOR BEARING WALLS IT BE IN PLACE PRIOR TO AND $CABDETAILS'(1F REQUIRED) UPLIFTAND GRAVITYVACTIONS. By ZEI IN ITCX: 0 2' 'OroBcxoRO_saER Itzlwa w? BOTTOM CHORD 12E:.,.2XV,4 OVERHANG LENGTH: 8" END CUT: Plumb CANTILEVER: — TRUSS SPACING: 24" BUILDING CODE: FBC2017 BEARING HEIGHT SCHEDULE Hatch Legend =8' Beanng Walls ®10' Bearing Walls PLANDATE:1 2019 REVISIONS: 1. 2 4. M� FwstSourm 4408 Airport Road Plant City, FL 33663 Ph. (613) 305-1300 Fax (813) 005.1301 MiTek' RE: 2199126 LOT 34/2 WATERSTONE / FT PIERCE FEB 19 2020 ST. Lucie County, Permitting MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer: Adams Homes Project Name: 2199126 Lot/Block: 34/2 Model: 2320 B 1 OX20 LANAI Address: 8505 WATERSTONE BLVD Subdivision: WATERSTONE / FT PIERCE City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 48 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss. Name Date No. Seal# Truss Name Date 1 T18927568 A01 12/17/2019 21 T18927588 C2 12/17/2019 2 T18927569 AOIA 12/17/2019 22 T18927589 C3 12/17/2019 3 T18927570 A02B 12/17/2019 23 T18927590 c3p 12/17/2019 4 T18927571 A03B 12/17/2019 24 T18927591 C5 12/17/2019 5 T18927572 A04B 12/17/2019 25 T18927592 c5p 12/17/2019 6 T18927573 A05B 12/17/2019 26 T18927593 D01 12/17/2019 7 T18927574 A06 12/17/2019 27 T18927594 DOIA 12/17/2019 8 T19927575 A07B 12/17/2019 28 T18927595 D03 12/17/2019 9 T18927576 A08B 12/17/2019 29 T18927596 D04 12/17/2019 10 T18927577 A09 12/17/2019 30 T18927597 E3 12/17/2019 11 T18927578 A10 12/17/2019 31 T18927598 E51? 12/17/2019 12 T18927579 All 12/17/2019 32 T18927599 E7 12/17/2019 13 T18927580 Al2 12/17/2019 33 T18927600 E7A 12/17/2019 14 T18927581 A13 12/17/2019 34 T18927601 F03 12/17/2019 15 T18927582 A14 12/17/2019 35 T18927602 F04 12/17/2019 16 T18927583 A15 12/17/2019 36 T18927603 GR2 12/17/2019 17 T18927584 A16 12/17/2019 37 T18927604 GR3 12/17/2019 18 T18927585 B03 12/17/2019 38 T18927605 H2 12/17/2019 19 T18927586 Ci 12/17/2019 39 T18927606 H3 12/17/2019 20 T18927587 c1p 12/17/2019 40 T18927607 H5P 12/17/2019 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc under my direct supervision ,,,! based on the parameters provided by Builders FirstSource (Plant City, FL). %.OP •1V Truss Design Engineers Name: Velez, Joaquin J: • 8 ••, ��i� ��� My license renewal date for the state of Florida is February 28, 2021. F Florida COA: 6634 681 ' IMPORTANT NOTE: The seal on these truss component designs is a certification 't ;• that the engineer named is licensed in the jurisdiction(s) identified and that the ' -0 ' �Z designs comply with ANSlf rPI 1. These designs are based upon parameters : -:0 ' TE OF : U shown (e.g., loads, supports, dimensions, shapes and design codes), which were MiTek. An project specific information included is for MiTek : �1 civen.to file reference only, and was not taken Into account in the of �� �• G ustomers purpose preparation . • these designs. MiTek has not independently verified the applicability of the design ��� •• N�% or the designs for any building. Before use, the building designer parameters particular design incorporate designs should verifyapplicability of parameters and properly these I� into the overall building design per ANSIrrPI 1, Chapter 2. doaouln Velez PE No. 8182 Inc. R Ce East Blvd. 1 of 2 7.2019 RE: 2199126 - LOT 34/2 WATERSTONE / FT PIERCE Site Information: Project Customer: Adams Homes Project Name: 2199126 Lot/Block: 34/2 Subdivision: WATERSTONE/FT PIERCE Address: 8505 WATERSTONE BLVD City, County: Fort Pierce State: FL No. Seal# Truss Name Date 41 T18927608 H7 12/17/2019 42 T18927609 h7p 12/17/2019 43 T18927610 K01 12/17/2019 44 T16927611 P07 12/17/2019 45 T18927612 P08 12/17/2019 46 T18927613 P09 12/17/2019 47 T18927614 PB1 12/17/2019 48 T18927615 PB2 12/17/2019 2of2 Job Truss Truss Type Ply LOT 34/2 WATERSTONE/FT PIERCE T169275fi8 2199126 A01 PIGGYBACK BASE 5 1 Job Reference factional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MTek Industries, Inc. Tue Dec 1711:52:29 2019 Page 1 ID:FvYOYY7tLJw6rKPjtIHoKXz241 H-MxvoFEKTWsVMl66sbb_iVnDgCRkosNiubMK07mya3oW 7-4-q 7-1-0 12-10.13 19.0-0 26-40 33-70-0 41-4-0 q2-8-0 h-4-0 7.1.0 I 5.9-13 i 8-1-3 i 7-4.0 1 7-6-0 7.6-0 1-4.0 5x8 7x10 = 6xl2 MT20HSQ 400 MT20HS 3a4 % 3.00 12 9.9.3 17-fi-0 2fi-4-0 33-10.0 41.4-0 8-7P0 7-&0 7-6.0 Scale=1:77.4 Plate Offsets(XY)-- 12:0-2-6Edge] [3:0-3-00-3-0]15:0-6-8.0-1-121 I6:0-7-70-1-91 (7:0-0-00-3-01 [72:0-0-00-3-0] LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.77 12-14 >641 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.96 12-14 >514 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress [nor YES WE 0.85 Horz(CT) 0.47 8 Na n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 2071b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except* BOT CHORD 12-13: 2x4 SP No.1, 2-13: 2x4 SP M 31 WEBS 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 Hom 2=333(LC 11) Max Uplift 8=-976(LC 12), 2=-975(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-5124/3283, 3-0=-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 Structural wood sheathing directly applied, except 2-0-0 oc purlins (2-2-0 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpl 5-11. 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.Opst 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. Interior(1) 1-8-0 to 19-0-0. Extedor(2) 19-0-0 to 23-2-15, Intedor(1) 23-2-15,to 26-4-0, Extedor(2) 26-4-0 to 30-6-15, Interior(l) 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 pending. 4) All plates are MT20 plates unless otherwise indicated. 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 8 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 lb uplift at joint(s) except Ot=lb) 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 112" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Joaquin Velez PE No.68182 MTek USA Inc. FL Cad 8634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Job Truss Truss Type y Ply LOT 3412 WATERSTONE/FT PIERCE T78927569 2199126 A01A PIGGYBACK BASE 2 1 Jab Reference (optional) uveal rlrstbource tram uay, rL4, ream wy, rL-a6=1, 4xi0 MT20HS a 3x4 � 3.00 12 3.8 II 5x6 6xe = 6a12 MT20HS C 3x6 = Scale=1:75.0 LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Mar YES Code FBC2017/TPI2014 CSI. TC 0.99 BC 0.93 WB 0.83 Matrix -AS DEFL in (too) Udefl Ld Ved(LL) 0.72 12-14 >683 240 Vert(CT) -0.92 12-14 >532 180 Horz(CT) 0.47 8 n/a n/a PLATES MT20 MT20HS Weight: 2061b GRIP 244/190 1871W FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied, except 1-3: 2x4 SP No.1 2-M oc pudins (2-2-0 max): 5-6. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 12-13,1-13: 2x4 SP No.1 WEBS 1 Row at midpt 7-11, 5-11 WEBS 2x4 SP No.3 *Except' 5-11: 2x4 SP No.2 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (lb/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. (Ib) - Max. CompJMax. Ten. -All forces 250 (lb) 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 BOT CHORD 1-14=-2764/4344, 12-14=-2406/3987, 11-12=-1483/2806, 10-11=-1538/2524, 8-10_ 1537/2526 WEBS 3-14=-187/338, 4-14=-159/433,4-12= 678/644, 5-12=-1176/2172, 6-11=-265/609, 7-11=-708/572,7-10=0/307,5-11=-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.Opsf; h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C;-Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) 0-0-12 to 3-0-12, Intedor(1) 3-0-12 to 18-7-8, Exterior(2) 18-7-8 to 22-10-7, Interior(1) 22-10-7 to 25-11-8, Exterior(2) 25-11-8 to 30-2-7, Interior(1) 30-2-7 to 42-3-8 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 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 36-0 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) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except Qt=lb) 8=969, 1=850. 10) This Imes design requires that a minimum of 7116' structural wood sheathing be applied directly to the top chord and 1/2' gypsum Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 sheetrock be applied directly to the bottom chord. 11) Graphical 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 pudin Date: December 17,2019 O WARNING -Verify deaden 0aremeteis and READ NOTES ON Thus AND INCLUDED MREK REFERANCE PA GEMX74M V. 1111102015BEFORE USE Design valid for use only wIM Mrtek®cannectors. ibis tleslgn Is based only upon parameters shown, aIs for on IntlMdual bu0ding component, not a buss system. eek'a use. the bulkling de.4gner must verity Me oparcoblllry of tleslgn parameters and properly Incorporate ttJs tleslgn Into the overall builtling design. Bracing Intlicatetl is to buc0ing oflndNltluol buss web antl/orchartl members only. Atltlitlpnal temporary and permanentbracing �pp prevent Is always requiretlfor stability antl to prevent collapse wlm possible personal Injury antl property damage. Forgeneral guidance regartling the /obrlcalt storage, as" rv, erection orra bracing of trusses and buss systems seeANSVO'11 pyol6s, CRmla, DSM9 and DC31 flu3dbg Cpmp0non1 IY1118k• 6904 Parka East BNd. Sabry InImmOlbspvallable from Truss Plale Institute. 218 N. Lee Street, Sulfe 312, Plaxandrla, VA 22314. Tempe, FL 33610 Job Tess Truss Type O Ply 10T34/2 WATERSTONE/FT PIERCE T78927570 2199126 A02B PIGGYBACK BASE 1 1 Job Reference (optional) oulaere nrnocurce tnarn uny, ry, mmu rmy, r�- uaaor, Scale =1:73.5 6x8 = 5x8 = 5 2 21 22 6 6.00 12 3x4 i 19 23 3x4 4 7 24 5x6 O 4.6 C 8 3 12 1.5x8 STP = 13 6xe = 18 14 5x6 WB% 11 10 9 2 3x4 I 3.00 12 5x12 = 3x6 = 1.5x8 STP = 3x6 II Sx8 2:9.3 17-fi-0 19.0.0 2&4-0 3241-5 1 38-0-2 &9-3 7.8-13 1-fi-0 74-0 fi-7-5 5-0.11 Plate Offsets (X Y)-- T2:0-2-6 Edne1 13:0-3-0 0-3-01 15:0-5-0 0-2-0] T6:0-5-0 0-2-01 LOADING (psi) SPACING- 2-M CS]. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.69 12-14 >660 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.8112-14 >560 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(CT) 0.40 9 We n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 2051b 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 2-0-0 oc purfins (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, 3-0=-0271/2893, 4-5=-3297/2346, 5-6=-1521/1307, 6-7=-1700/1350, 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: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.OpSi; h=25ff; B=151t; L=24ft; eave=6ft; Cat. II; E1g1 C; Encl., GCpi=0.18; MNFRS (directional) and C-C Extedor(2) -14-0 to-1-8-0. Interfor(1) 1-8-0 to 19-0-0, Extedor(2) 19-M to 23-2-15, Interior(1) 23-2-15 to 264-0, Extedor(2) 264-0 to 30-6-15, Intedor(1) 3"-l5 to 37-104 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 pat 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) 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 lb uplift at joint(s) except Qt=lb) Joaquin Velez PE No.68182 9=800, 2=892. MTek USA, Inc. FL Cart 6634 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 6904 Parke 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 pur in along the top and/or bottom chord. December 17,2019 Job Truss Truss Type City Ply 1101`34/2WATERSTONE/FTPIERCE T78927571 2199126 A03B 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 1711:52:32 2019 Page 1 ID:FvYOYY7tUw6rKPItIHoKXz241 H.nWbwtFNLpntxmgRHkXM70rMN0olmtLHJZgj5y83oT r1-0-q 7-0-15 12-10.13 19-0.0 2640 1 32-11-5 38 M1 I �14-D 7-0.15 5-9.14 fi-7-3 7-4-D 6-7.8 5-0 5x8 6.8 = 548 = &9-3 17.6.0 I79.0.O 26-4-0 1 32-11-5 38.0-0 &0.3 7-8-13 1-6-D 7-0-0 6-7.5 &0.11 Scale=1:73.5 4x6 1� s qq1N 14 1.5xB STP = N axis II Plate Offsets (X Y)-- [2:0-2-6 Edge] [3:0-3-0 0-3-0] 15.0-5-00-2-01 16:0-5-00-2-01 f 13:0-4-O Edael LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.74 Vert(LL) 0.70 12-13 >653 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Ved(CT) -0.8212-13 >554 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.76 Horz(CT) 0.40 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 204 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except' TOP CHORD 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' BOT CHORD 2-13: 2x4 SP No.1 WEBS 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 Horz 2=305(LC 11) Max Uplift 9=800(LC 12), 2=892(LC 12) FORCES. (lb) -Max. CompJMa u Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=4621/3120, 34=4269/2892, 4-5=-3297/2346, 5-6=-1521/1307, 6-7=-1780/1350, 7-8=-1681/1173,6-9_ 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=469/457, 7-10= 401/416,8-10=-989/1491,5-11=-1258/839 Structural wood sheathing directly applied, except end verticals, and 2-0-0 oc puffins (3-3-1 max.): 5-6. Rigid ceiling directly applied. 1 Row at midpt 5-11 NOTES- 1) Unbalanced roaf 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=451t; L=24f : eave=6f ; Cat. II; Exit, C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 19-0-0. Extedor(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 264-0, Extedar(2) 264-0 to 30-6-15, Intedor(1) 30-6-15 to 37-104 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 chard live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Ops1 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 lb uplift at joint(s) except OW[l) 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 112" gypsum sheetrock be applied directly to the bottom chard: 10) Graphical puffin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. Joaquin Velez PE No.08182 MiTek USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 QWARNING-Ve,Wdeaignp..f.M..d REAONOIES ONTNISANO INCLUDED MmEKREFERANCEPAGEM4-74TJrex. 101W015BEFORE USE Design valid for use only will MOek® connectors. This design Is based only upon parameters shown, and Is for an Indlvldual bulltling component, not a truss system. Before use, the bustling daslgner must verify Me applicability of design parameters and properly hcoraorata this tlesign Into the overall bulltling design Bracing Indicated is to prevent buckling of lndlvlduai truss web and/or chord members only Additional temporary and permanent bracing MiTek' Is alwaysrequired for stability and to prevent collapse win poseble personal injury and property damage. For general guidance regmding the fobrlcation, storage, delivery, erection and bracing of fusses and truss systems, weANSUipl1 Qu016y Call DSBA9 and SCSI Sul ding Componml 6904 Parka East BNtl. Salsty Informalovalloble from Truss Plate Institute, 218 N. Lee street Suite 312, Alexonddo, VA 22314. blr Tampa, FL 33610 Job Truss Truss Type Ofy Ply LOT 34/2 WATERSTONE/Fr PIERCE T18927572 2199126 A048 Hip 1 1 Job Reference (optional) owiaers nrssaaurca triam sery, rL), riam spry, rL- eaaol, e.14u s uec o Lu i U Mn eK moUSlnes, mi i ue uec I, n:OL:as [uro I 5xS 5x5 = 3x4 = 5z9 6.00 12 5 20 6 21 22 7 23 &3.4 17-fi-0 2fi-44 -4-0 38-PO aa4 1 A.ana 1 a.tn-n 11 n-n 1 .8 10 1.5x8 STP = 6xB = Scale=1:73.5 Plate Offsets (X,Y)-- [2:0-2-6,Ed0e1 [3:0-3-0,0-3-01 [5:0-3-0,0-2-01 [7:0-6-0,0-2-81 r14:0-4-0Ednel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.70 13-14 >647 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.8313-14 >546 180 BCLL 0.0 ' Rep Stress that YES We 0.63 Hoa(CT) 0.40 10 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Mobil Weight: 210 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except* 1-3: 2x4 SP No.1 BOT CHORD 2x4 SP No.2'Except' 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 Horz 2=295(LC 12) Max Uplift 10- 800(LC 12), 2=-892(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 6-12,8-10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=4655/3222, 3-4=-4321/2936, 4-5=-3338/2384, 6-6=-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=-365/555, 8-11=-34/329, 8-10=-1698/1289 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=25f1; 8=45f ; L=24f ; eave=6f ; 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 17-0-0, Extedor(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 37-10-4 zene;C-C for members and fames' & Mill 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 pat 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 joints) 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 lb uplift at joints) except (jt=11a) 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 112" gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MITek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 AwARl vedrydeelgnpme feme dREAONOTESONMMANONCLUDWMWEKNEFENANCEPAGEUX74mmy. 1010*0159EFOHEUSE Design valid for use only with M8ek9 connectors. This design Is based only upon parameters shown, antl Is for an Individual building component, not ��- a truss system. Before use, me building designer must verity me opiellcobill of design parameters and properly Incorporate this desi0n Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Addlllonai temporary and permanent brocing WOW Is always required for stability and to prevent collapse with possible personal Injury and property damage.. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and lass systems. seeANSUIPiI QuamBtyOffers, DS049and SCSI Building Component 6904 Parka East Blvd. bin Safety Infoanatvallable from Trust Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T18927573 2199126 A05B Hip 1 1 Job Reference (optional) umiaers rumbource fnam ury, rLl, riam ury, n-.xlour, a.zau s uec eema mnex mausrnes, inc. we sec Lr uacaozon I1):FvYOYY7tLJw6rKPjtlHoKXz241 H-B5H3VHPD6iFWT1ZOys5312TsmsnuV59nzHnKK� Sxa = 6.00 F12 3x6 = 3.4 = 5x6 = 4 21 5 22 623 7 5x6 i 20 3 12 1.5xa STP 14 13 US= 3x4 19 3x6 MT20HS G 15 11 10 2 y1 1 2x4 11 3'00 12 5x6 = 5xa = sxe &0.2 15.0.0 17-6-0 2fi-4-0 30.4-0 29 - e.o-2 6-11-1a 1 2s-o I eno-o a41.0 I 7-e-o Scale=1:73.5 24 6xB C 8 1� 1� 9 I 1.5x8 STP = 4x6 II Plate Offsets (X Y)-- [2:0-2-6 Edae] [3:0-3-0 0-3-4][4:0-5-8 0-241 [7:0-3-8 0-2-4] [8:Edae 0-1-121 [9:Edne 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) 0.68 13-15 >669 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Vert(CT) -0.8411-12 >542 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES W B 0.86 Horz(CT) 0.42 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Mafri%-AS Weight: 204 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.t -Except" 4-7,7-8:2x4 SP No.2 BOT CHORD 2x4 SP No.1 -Except' 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 Hoe 2=295(LC 12) Max Uplift 9=-800(LC 12), 2=-892(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-10, 5-11 FORCES. (Ib) - Max. Comp./Max. Ten.- All forces 250 (Ib) 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 2-1 5=-3023/4156,13-15=-3041/4169, 12-13=-2275/3346, 11-12=-2333/3431, 10-11=-134PJ2040 WEBS 3-15=01268, 3-13- 8777734, 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.OpsY 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 tot-8-0, Interior(1) 1-8-0 to 15-0-0. Extedor(2) 15-0-0 to 19-2-15, Interior(l) 19-2-15 to 30-4-0, Exterior(2) 304-0 to 34-6-15, Intedor(1) 34-6-15 to 37-104 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 pet 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 566 psi. 8) 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. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 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 112' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date; December 17,2019 Jab Truss Truss Type Cry Ply LOT 34/2 WATERSTONE/FT PIERCE T78927574 2199126 A06 Hip 1 1 Job Reference (optional) Builders Firsisouro9 (Plant city, i-L), Ylam Ulty, hL- 33bBy, a.2RU s uec b zma mi I ex mausmes, Inc. i us uec u i r:ocao zure ID:FvYOYY7tLIw6rKPjtlHoKXz241 H.fHgRjdOss7NN5BBCWZcIHG73pG6rEcfWCxXt ml b Sat = Sx6 = 6.00 12 3x4 = `5x6 = Scale =1:73.3 16 15 -- -- -- - - 11 r0 3x6 = 2x4 II 3.6 = 416 3x4 = 46 3x8 = 6.8 = 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/TPI2014 CSI. TC 0.65 BC 0.92 WB 0.59 Matrix -AS DEFL. Vert(LL) Vert(CT) Hoa(CT) in (loc) Vdefl L/If -0.2813-15 >999 240 -0.55 13-15 >901 180 0.14 10 Na file PLATES GRIP MT20 2441190 Weight: 231 lb 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'Except' BOTCHORD Rigid ceiling directly applied. 12-14: 2x4 SP No.1 WEBS 1 Row at midpt 5-15, 6-11, 6-10 WEBS 2x4 SP No.3 REACTIONS. (Ib/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) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (Ib) 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 BOTCHORD 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=-3661754, 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.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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, Intedor(1) 17-2-15 to 32-4-0, Extedor(2) 32-4-0 to 36-9-7, Interior(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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except (jt=lb) 2=974,10=857. 8) This truss design requiresthat 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.68102 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 A WARNING. yer/ly Ceslgepemmehhe mf READNOTES ON MZMDWCLUDEDMREKREFERANCEPAGEMX74"mv. I&MIGOISBEFOREUSE Design valid for use only with MII connectors. Ns design Is based only upon parameters shown, and Is for an Individual bulldIng component, not a hum system. Before use. the building designer must verify the applicabiltiy of design parameters and properly Incorporate this design Into the overall design. Bracing indicated is to buckling Individual hum web and/or chord members only. Additional temporary and permanent bracing M!Tek' building prevent of Is always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPIf Gua®y CRnb, p81149 and (SCSI Msidbg Component 61 Pella East Blvd. Safety Informationca enable from Truss Plate Institute, 218 M Lee Sheet, Suite 312. Alexandria, VA 22314, Tampa, FL 33610 Job Truss Truss Type Oly Ply LOT 34/2 WATERSTONE/FT PIERCE T1B927575 2199126 A07B Hip 1 1 Job Reference (optional) builders rlrstaourca trlam Ury, 1Lt, ram lAry, M- aaoor, o.uwve uev acme nn, en Us = 4 3x4 = 23 5 5xB = 24 Scale=1:72.0 4.6 O 3x4 - 5x6 = 7 8 17 16 11 ,J 3x6 = 2x4 II 3.8 = Sx6 WB= 3x4 = 4x6 = 3x4 = 5xB = 3x6 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Cade FBC2017/TPI2014 CSI. TC 0.80 BC 0.98 We 0.90 Matrix -AS DEFL. in (lob) Vdefl L/d Vert(LL) 0.36 14-16 >999 240 Vert(CT) -0.73 14-16 >674 180 Horz(CT) 0.15 10 n/a n/a PLATES GRIP MT20 2441190 Weight: 2331b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD 2x4 SP N0.2 *Except' BOT CHORD Rigid ceiling directly applied. 13-15: 2x4 SP No.1 WEBS 1 Row at midpt 5-16, 7-11 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 Uplift 2=-960(LC 12), 10= 871(LC 12) FORCES. (lb) - Max. CompJMax. 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=-198l/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 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; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0. Interior(1) 1-8-0 to 11-0-0, Exterior(2) 11-" to 15-2-15, Intedor(1) 15-2-15 to 38-11-15, Exterior(2) 38-11-15 to 41-24 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 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 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 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 Qt=1b) 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 sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTak USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARPING -Vex/yde.4gapasemeters end BEADNOTES ON 7MSAND INCLUDEDMDEKREFEBANCEPAGEMX74Mmv. 104%Y1015BEFOREUSE Design valid for use only with Mdek61 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a Russ system. Before use, the building designer must verity Me applicability of design parameters and properly Incorporate miss design into the overall building design, Bracing Indicated is to bucMing Individual Russ web and/or chord members only. Additional femporory and permanent bracing M!Tek' prevent of 6 always real for stablllty and to prevent collapse wlth possible personal Injury and property damage. For general guldance regarding the fabrication, storage, delivery. erection and bracing of trusses and Russ systems. weANSUIPII Quaff. Crlleda, DS549 and BCSI aultlhg Component 69M Parke East aNd. Tampa, FL 33610 Sabry Mformatbmvollabie Rom Truss Plane Institute. 218 N, We Street, Suite 312, Alexandria, VA 22314. Job Truss Thus Type city Ply LOT 34/2 WATERSTONE/FT PIERCE -- T18927576 2199126 AOBB HALF HIP 1 1 Jab Reference (optional) Or lders FlrstSource (Plant city, FL), Plant City, FL-33567, 6.24a s Use b zuia mi 1 eK inaussnes, no. I us, load u i r:b4:aa zuia rage i ID:FVYOYY7tLJw6rKPjtlHaKxz241 H-cfyC7JR60dd5KVlbd_emNh5PM402iSADfF071dy83ON 1114401 90-0 i 7-15 21-5-1 28-11-0 3822 4741E0 6.4-0 7147-5-15 5.-4 Sx6 = 3.4 = c nn F,_7 4 22 23 5 5.6 = 5x6 = 6 7 Scale =1:na 3x6 = 2.4 11 8 24 9 d OQ 16 15 14 13 12 11 ,d _ 6x8 = 3x6 = axe 4x6 = 3x4 = 3x4 = 4x6 = 3x4 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Gdp DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/rP12014 CSI. TC 0.65 BC 0.94 WB 0.84 Matrix -AS DEFL in (loc) Vdefl Ud Ven(LL) 0.48 13-14 >999 240 Verl-0.6113-14 >813 180 Horz(CT) 0.18 10 n/a n1a PLATES GRIP MT20 2441190 Weight: 215 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied, except end verlicals. 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 Hera 2=343(LC 12) Max Uplift 10=-930(LC 9), 2=-959(LC 12) FORCES. (Its) - Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-2902/1986, 34=-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=-1060l716, 5-14=-82/379, 6-13=-332/382, 7-13=-263/536,7-11>1097/864,8-11=-607/1.120, 8-10=-2069/1456 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=25D; B=4511; L=24ft; eave=6ft; Cat. ill; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Intedor(1) 1-8-0to 9-0-0, Exterior(2) 9-0-0 to 13-2-15, Interior(1) 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 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearings are assumed to be: , Joint 10 SYP No.2 crashing 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 Qt=lb) 10=930,2=959. 9) This truss design requires that a minimum of 7/16' structu ral 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 Bill USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 A WARNING-VaNtytleegnp metem=d RN DNOMSONMISMDWCLUDWMGEKREPENANCEPAGEMIP74MMre leMY2015BUil DSE Design valid for use only with MBek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate ins design Into the overall building design. Bracing Indicated is to buckling of Individual truss web and/or chord members only. Addiflonol temporary and permanent bracing M!Tek' prevent Is always required for stability and to prevent collapse with possible personal lntury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of busses and truss systems, seeAluill Quo CSMdo, DSB49. and 6CS1 Building Component 69N Parke East Bind. Safety Informalbrgvolloble from Truss refs, Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, FL 33610 Job Truss Thus Type - Dty Ply LOT 34/2 WATERSTONE/ FT PIERCE T78927577 2199126 A09 Half Hip Girder 1 2 Job Reference (optional) Bmmers mutbource (Flan wy, I-L), ream ury, rL- ddbbl, 0scus uec bzuro muex mausmns, mc. ue yea I, rroarr zury rage. le 5x6 = 6.00 Scale=1:72.0 5.6 = 5x6 = 3x6 = 2x4 11 21 39 40 20 19 41 18 42 43 17 44 45 18 15 46 14 47 13 46 49 50 6x8 = 3x6 = 5x6 Vm= 4.6 = 3x6 = LOADING (psf) SPACING- 2-0-0 cSL DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(ILL) 0.66 17-18 >746 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Vert(CT) -0.75 17-18 >661 160 BCLL 0.0 ' Rep Stress [nor NO WE 0.50 Horz(CT) 0.19 12 We n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-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 pudins, BOT CHORD 2x4 SP No.2 *Except* except end verticals. 15-19: 20 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=2762/0-8-0 Max Horz 2=281(LC 8) Max Uplift 12=-1915), 2=-1775(LC 8) FORCES. (lb) - Max. CompJMax. 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- 3890/2521 BOT CHORD 2-21=-3082/4814, 20-21=-4075/6371, 18-20=-4899/7742, 17-18=-5219/8286, 16-17- 508018041, 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=-11601835, 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-ply truss 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 Go. 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; Exp C; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60plate grip DOL=1.60 5) Povide adequate drainage to prevent water ponding. 6) All plates are 3x4 MT20 unless otherwise indicated. 7) This truss has been designed fora 10.0 pal bottom chord live load nonconcufrent with any other live loads. 8) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 9) Bearings are assumed to be: , Joint 12 SVPNo.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 100111 uplift at joint(s) except (jl=1b) 12=1975,2=1775. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East BNd, Tampa FL 33610 Date: December 17,2019 Continued o2 Q WARNING -Vivify des/pniumustereend BEAD NOTES ON TNISAND/NCLUDEDMOEKREFERANCEPAGEM67473roK 14032015BEFOREUSE ��- Deslgn valid for use only with MOekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the bulming designer must verify the oppllcobl ity of design parameters and properly hcorporate this design Into the overall butding design. Bracing Indicated Is to prevent buckling of individual toss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabllily and to prevent collapse with possible personal Injury antl property damage, For general guldonce regarding the fabrication, storage, dGINery, erection and bracing of Cusses and truss systems, seeAN9VIPi1 Cuol6V C1Enm, DS349 and IICSI 6u1dFp Component 69N Parke East BNd. Safety Nformallon ovallable from Truss Plate Institute, 218 N. Lee Street Suite 318 Alexontlrlo. VA 22314. Tampa, FL 33610 Job Truss Truss Type Dty Ply LOT 34/2 WATERSTONE/FT PIERCE T78927577 2199126 A09 Half Hip Girder 1 2 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Dec 62019 MiTek Industries, Inc. Tue Dec 17 11:52:412019 Page 2 ID:FvYOYY7tWw6rKPItlHoK%Y241 H.OEeKmKU hY7gByOA17CT_JjwCHgfvvHfMDEfY4y83oK NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 296 Ib up at 7-M, 87 lb down and 164 lb up at 9-0-12, 87 Ito down and 164 lb up at 11-0-12, 87 lb down and 164 lb up at 13-0-12, 87 Ile down and 164 lb up at 15-0-12, 87 Jib down and 164 lb up at 17-0-12, 87 lb down and 164 lb up at 19-0-12, 87 lb down and 164 Ile up at 21-0-12, 87 lb down and 164 lb up at 23-0-12, 87 Ike down and 164 lb up at 25-0-12, 87 lb down and 164 lb up at 27-0-12, 87 lb down and 164 lb up at 29-0-12, 87 Ib down and 164 lb up at 31-0-12,.87Ile down and 164 It, up at 33-0-12, 87 Ib down and 164 lb up at 35-0-12, 87 Ile down and 164 lb up at 37-0-12, and 8716 down and 1641b up at 39-0-12, and 111 lb down and.157 Ile up at 41-2-4 on top chord,. and 290 lb down and 181 lb up at 7-M. 66 lb down at 9-0-12, 66 Ib down at 11-0-12, 66 Ile down at 13-0-12, 66111 down at 15-0-12, 66 lb down at 17-0-12, 661b down at 19-0-12, 66 lb down at 21-0-12 , 66 lb down at'23-0-12, 661b down at 25-0-12, 66 lb down at 27-0-12, 66 Ito down at 29-0-12, 66 lb down at 31-0-12, 66 lb down at 33-0-12, 66 lb down at 35-0-12, 66 It, down at 37-0-12, and 66 Ile down at 39-0-12, and 83 lb down at 41-2-4 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 (plo Vert: 1-3- 54, 3-11=-54, 12-22= 20 Concentrated Loads (lb) 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) / Job Truss Truss Type City Ply LOT 34/2 WATERSTONE/FT PIERCE T1B927578 2199126 A10 HIP 1 1 Job Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:42 2019 Page 1 ID:FvYOYY7tLJw6rKPjt[HoKXz241 H-URCizgUcSr7W p6bMsr1liXXFOHh9UeJYpaL_C4W y83oJ 12-5-11 18-7.8 2511-8 30-7-12 357-8 G8.8 S9.3 I 6.1-13 74-0 4-84 [ 4-17-12 I 5x9 = 5x6 = 25 2B 6 27 11 M II 3xfi II 5x6 5x6 = 2x4 II 924.11 17-1-8 2511.8 33-11-8 35-]-8 r 9-0-11 7-8-13 8.10.0 8-0-0 1-8.0 Scale = 1:69.2 Plate Offsets (X Y)- [1:0-0-4 0-11-6] [1:0-0-2 0-1-151 [3:0-3-0 0-3-0] [5:0-5-0 0-2-01 [6:0-3-8 0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.97 Vert(L-) 0.59 13-15 >717 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.7213-15 >590 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.42 9 n/a rda BCDL 10.0 Code FBC2017/rP12014 Matdx-AS Weight: 2191b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 *Except* 5-11: 2x4 SP No.2 WEBS SLIDER Left 2x4 SP No.3 2-6-0 REACTIONS. (lb/size) 9=131010-3-8, 1=1310/Mechanical Max Holz 1=281(LC 12) Max Uplift 9=-759(LC 12). 1=-71 B(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 1-3=-4031/2789, 3-0=-3792/2620, 4-5=-2914/2134, 5-6=-1260/1116, 6-7=-1456/1163, 7-8=-435/350, 8-9=-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=-1156/1813, 5-11=-1207/874, 6-11- 141/377,7-11=-256/604,7-10=-1248/944,8-10=-633/1064 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 7-4-0 oc bracing: 10-11 1 Row at midpt 5-11, 7-10 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=45tt; L=24ft; save=6ft; Cat. II; Exp C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-12 to 3-0-12, Interior(l) 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, Extenor(2) 25-11-8 to 30-2-7, Interiar(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 pat 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-" 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 (1t=1b) 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 MiTek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Data: December 17,2019 ,&WARNING-VmVydeergOfuremeferseed READNOTES ON TN/SANDNCLUOEGMGEKNEFEBANCEPAGEMX7473rev. I&VIGOISBEFOBEUSE Design valld for use only with MlreM connectors. This design Is based only upon parameters shown, and Is for an Individual bulltling component not ��- a buss system. Before use, fire building deslgner must verity the oppllcabllly of tleslgn parameters and properly Incorporate the design Into the overall bulltling design. Bracing intlicated 6 to prevent buckling of lndyidual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication storage; delivery, erection and brocing of trusses and hum system% saaANSVTP11 Cu Criteria, DSB49 and SCSI 6uldbp Component 69M Pare East BNtl. Safety MlormalbNvailcble from Truss Plate Institute, 218 N. Lee Sheet, Suite 312 Alexandria. VA 22 14 Tampa. FL 33810 Job Truss Thus Type City Ply LOT 3412 WATERSTONE/FT PIERCE T78927579 2199126 A11 HIP 1 1 Job Reference (optional) Builders FirsiSource (Plam City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MiTek Inc. Tue Dec 1711:52:43 2019 Page 1 5x6 = 3x4 = 5x8 = 5 25 6 26 27 Scale: 3/16'=l' uxo a 2x4 II axis II 5x6 s 5x12 = 2x4 II 94-11 17-1-8 22-3-e 27-11-8 3&11-8 35-]-6 &4.17 I 7.8-73 1 0 5-8-0 I 6.0.0 0 Plate Offsets(XY)-- (1:0-0-40-11-10] 11:0-0-20-1-151 f3:0-3-00-3-01 f5:0-3-00-2-01 f7:0-5-80-241 113:0-3-00-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.60 14-16 >709 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.97 Vert(CT) -0.7414-16 >576 180 BCLL 0.0 Rep Stress lncr YES WB 0.97 Horz(CT) 0.41 10 n/a Na BCDL 10.0 Code FBC2017fFP12014 Matdx-AS Weight: 2261b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.32-6-0 REACTIONS. (lb/size) 10=1310/0-M, 1=1310/Mechanical Max Horz 1=281(LC 12) Max Uplift 10=-759(LC 12), 1=-71 B(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Corri Ten. -All forces 250 (11 or less except when shown. TOP CHORD 1-3=A037/2843, 34=2792/266214-5=-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=-672/938, 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; Vull60mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=25f ; B=45ft; L=24tt; eave=6f ; Cat. It: Exp C; Encl., GCpi=0,18; MW FRS (directional) and C-C Extedor(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 16-7-8, Extedor(2) 16-7-8 to 20-10-7, Imerior(i) 20-10-7 to 27-11-8, Exterior(2) 27-11-8 to 32-2-7. Interior(1) 32-2-7 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 psf bottom chord live load nonconcurvent 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 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 joints) except 01=11h) 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.68162 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 Q WARNING-Vedtydegaperemefenend READNOTES ON TNISANDU/CLUDEDM REFERANCEPAGEM274n.,,. iD9.3/1tl1SBEFOREUSE Design valid for use only with MaekO connectors. This design Is based only upon parameters Shawn, and Is for an Individual building component, not a hum system. Before use, the butdlog designer must vertu the applicability of design parameters and properly Incorporate his design Into the overall building design. Bracing Indicated is to prevent buckling of Individual muss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and hum systems, seeAN61/mll GualNy L'dbda, DS549 and BCS1 Building Component 69N Parke East Blvd. .SW*ty asformatbnavoibble from Truss Plate Institute, 218 N. We Sheet. Suite 312 Alexontltlo. VA 22314, Tampa, FL 33610 Job Truss Truss Type City Ply LOT34/2WATERSTONE/FTPIERCE T18927580 2199126 Al2 HIP 1 1 Jain Reference (optional) Builders FirsiSource (Plans City, FL), Plans City, FL-33567. 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:44 2019 5x6 Scale: 3/16'=l' Sx6 = 3.4 = 5x8 = 6.00 12 5 29 6 30 31 7 i 11-10.8 i 3x6 II 5A = 9-0-11 17-1-8 22-fi-B -5- 2&11-8 33-11-8 35-7-8 94 -11 7-8-13 5-5-0 -10- 6.6. 40-0 1-8-0 Plate Oflsets(XY)- [1:0-0-80-11-14] [l:0-0-20-1-15] [3:0-3-00-3-01 [5i0-4-00-2-e1 [7:0-5-80-2-41 [10:0-1-130-0-01 [11:0-0-00-1-121 LOADING (psf) SPACING- 2-0-0 St. DEFL. in floc) I/detl Lid 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 [nor YES We 0.66 Horz(CT) 0.46 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 224 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No.3 2-6-0 WEBS JOINTS 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. (Ib) - Max. Comp./Max. Ten. -All tomes 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=-2418/1900, 7-8=-1164/876, 8-9=-1270/945 BOT CHORD 1-17=-2828/3660, 15-17- 2420/3217, 14-15=-1751/2505, 12-14=-694/1018 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 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 7-1-0 oc bracing: 12-14 10-0-0 oc bracing: 11-12 1 Row at midpt 7-14 1 Brace at Jt(s): 12 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=2511; BASfI; L=24ff, eave=6f; Cat. II; Exp C; Encl., GCpi=0.i0; 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, Interior(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 & 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 lost 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 allareas 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 miss 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=lb) 9=759, 1=718. 9) This truss design requires that a minimum of 7/16" structure[ wood sheathing be applied directly to the top chord and 1/2' gypsum sheetrock be applied directly to the bottom chord. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING-Vedly deslgnparameffemand REAONOTES ON MSANOWCLUOEDMREKFEFENANCEPAGEM/N4mmv IMfl20I5BEFOBEUSE Design valid for use only wlln MBekG connectors. This design Is based only upon parameters shown, and is for an Individual building component, not ��- a hum system, Before use, Me building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of Individual hum web and/or hord members only. Additional temporary and permanent bracing MiTek' Is always required for stobOHy and to prevent collapse wBh possible personal Injury and property damage. For general guidance regarding Me storage, delivery, erection and bracing of trusses and truss systems. seeANSUIPII Quo'1tly Cdtedo, D5349 and BC51 Building Component Safety hslormationavoiloble from Truss Plate Institute, 218 N. We Sheet. Suite 312, Alexontldo. VA 22314. 6904 Parke East Blvd.fobricaeon, Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T18927581 2199126 A13 HIP 1 1 Job Reference (optional) tlwmers mus=usm (Piam udty, t-Li, Man Glly, rL-330b/, dI a.z4V a use bZU1V MI I eir ID:FvYOYY7tUw6rKPjtlHoK)(z241 H-u( Sx6 = _ 6.00 12 3x4 = Sxfi 4 21 5 22 6 23 Inc. I us uec u t 1:dz:4o aura rage 1 SgaKx%yGP99tdKuEl rg?FHrCshry83oG 3-00 3-8-0 Scale: a/16'=P 5x6 = 7 24 11 1 2x4 II 4x6 = 3x4 = 5x8 = 3x6 II 3xG = 3.8 = 3x6 = E]-4 73-0-0 22-M j_±0 36-I 6.4-12 I 9-8-0 9-8-0 3010 Plate Offsets (XY)-- f3:0d-0 0-3-01 f4:0-3-8 0-2-41 I6:0-3-0 0-3-01 [7:02-0 0-2-0] LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (too) Vasil Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,60 Ved(LL) -0.22 12-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.4212-13 >999 180 BCLL 0.0 ' Rep Stress ]nor YES W B 0.58 Horz(CT) 0.08 9 n/a n1a BCDL 10.0 Code FBC2017yrPI2014 Matrix -AS Weight: 209 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 BOT CHORD WEBS 2x4 SP No.3 WEBS REACTIONS. (Ib/size) 2=1400/0-8-0, 9=1325/0-3-8 Max Horz 2=357(LC 12) Max: Uplift 2=-844(LC 12). 9=-765(LC 12) Max Grav 2=1407(LC 17), 9=1325(LC 1) FORCES. (Ib) - Max. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23=-2534/1654, 3-4= 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=-1199/849, 8-10=-765/1165 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. 1 Row at midpt 5-13. 6-10 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=25B; B=45ft; L=24ft; save=6tt; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-m, Interior(1) 1-8-0 to 13-0-0, Extedar(2) 13-M to 17-2-15, Interior(1) 17-2-15 to 32-4-0, Exterior(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 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 2-0-0 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 Qt=Ib) 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.68162 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 A WANNING-Ved/ydeelgnparemefe®and RaDNO1 SONTMSANDWCLUDEDa KFEFEAANCEPAGEM 74".re. lata Taf5aEFONEUSE Design valid for use only with M6ekG connectors. 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 verify the applicability of design parameters and properly Incorporate this design Into the overall burdingdesign. Bracing Indicated Is to prevent bucklingat[ndMdualtrussweband/or chord members any. Additional temporary and permanentbroGng MiTek' Is always required for stobllry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Ore fabrication, storage, delivery, erecflon and bracing of trusses and truss systems, seeANSVrPIl Quality Criteria, DSB419. and SCSI Building Component fi904 Parke East 61vtl. Safety mformatbinvaloble from Truss Plate Insure. 218 N. We Sheet. Suite 312 Alexandria, VA 223314. Tempe. FL 33610 Job Truss Truss Type Oty Ply LOT 3412 WATERSTONE/FT PIERCE T18927582 2199126 A14 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 17 11:52:47 2019 Page 1 m b 3.6 = Sx6 = 3x4 = 5xB - 4 21 5 22 6 23 7 Scale=1:62.9 2x4 II 5x6 = 3x4 = 46 = 3x4 = 3x4 = 3x6 = 6x8 = 3x6 = 8-1-3 156-75 22-8-0 2&&0 36-0-0 8-1-3 7-A 7-1-1 7-1-1 B-M Plate Offsets (X,Y)-- f4:0-3-8,0-2-41 16:0-4-0.0-3-01 [7:0-3-0 0-2-0] LOADING lost) SPACING- 2-0-0 C51. DEFL. In (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.23 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.72 Ved(CT) -0.32 13-15 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.86 Horz(CT) 0.10 9 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight: 2001b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1400/0-8-0.9=132510-0-8 Max Horz 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. BOTCHORD Rigid ceiling directly applied. FORCES. (lb) - Max. Comp/Max. Ten. -All forces 250 (Ib) 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>7202/885 BOT CHORD 2-15=-1785/2327, 13-15=-1392/1881, 12-13=-1581/2196, 10-12=-1184/1638, 9-10=-279/361 WEBS 3-15=-318/412,4-15=-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=4.2pst BCDL=6.0psf; h=25tt; B=45ft; L=24ft; eave=6tt; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(7) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15.2-15, Interior(1) 15-2-15 to 34-4-0, Extedor(2) 34-4-0 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 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= 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 Ito uplift at joints) except Ot=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 Velaz PE No.68182 MiTek USA, Inc. FL Cart 6634 8904 Parka East BNd Tampa FL 33610 Data: December 17,2019 A WARNING - Viral d1rafgh jashan.t.. and READ NO TES ON THIS AND INCLUDED MMSK REFERANCE PA GE AUP7473 rv. MOSCUDIS BEFORE USE Design valid for use only with M9e1,10 connectors. This design Is based only upon parameters shovm, and Is for an IndNlduol building component, not a buss system. Before use, me building designer must verify the appllcolarlN of design parameters and properly Incorporate this design Into the overall bulding design. Bracing Indicated b to prevent bucWhg of Individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse wOh possible personal Injury and property damage. For general guidance regarding me MiTek' fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVrRl Quality Calera, DS549 and SCSI BWtlbg Component 6904 Parke East Blvd. Safety mfonnatbnovallabie from Truss Rate Institute, 218 N. We Sheet, Suite 312, Alexandria, VA U314. Tampa, FL 33810 Jab Truss Truss Type Oly Ply LOT34/2WATERSTONE/FTPIERCE T78927583 2199126 A15 HALF HIP 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 17 11:52:47 2019 5x6 = 4 20 3z4 = 21 5 5x6 = 3X6 = 6 22 7 23 Scale=1:62.9 30 II 3x6 = 3X8 = 46 = 3x4 = 3.6 = 3X4 = axis = 9-0-0 18-3-12 26-8-4 16.0.0 9-60 9-112 I B B 9- N —' Plate Offsets (X Y)-- f4:0-M 0-2-01 f6:0-3-00-3-01 LOADING (psQ SPACING- 2-0-0 CSI. DEFL. in (lac) Wall Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.30 12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.96 Vert(CT) -0.44 12-14 >988 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.98 Hom(CT) 0.13 9 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 185.Ib 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. (lb/size) 9=1325/0-3-8, 2=1400/0-8-0 Max Harz 2=343(LC 12) Max Uplift 9=-851(LC 9), 2=-846(LC 12) FORCES. (lb) - Max. ComplMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 23— 2471/1692, 3-4=2278/1600, 4-5=-2024/1493, 5-6= 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=-442f783, 5-14= 7821520, 6-12— 81/263, 6-10=694/608, 7-10=381l797, 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=45Q; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Interior(l) 13-2-15 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 pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) 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 Qt=lb) 9=851, 2=846. 8) This truss design requires that a minimum of 7/16' structure[ 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.68102 Ill USA, Inc. FL Cart 6634 6904 Parke East Blvd, Tampa FL 33610 Date: December 17,2019 OwANNING-Verily Ceslgnpemmefersend RF DNOMSONWSANDWCLUDEDMm KBEFEBANCEPAGEM674nmv. 10=U115BEFONEUSE Design valid for use only with Mgek® connectors. fits design Is board only upon parameters shown, and Is for an Individual bulltling component, not ��- a truss system. Before use, me bulltling designer must verity me applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated b to prevent buclANg of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabricalon, storage, delivery, erection and bracing of trusses and truss systems, seeANSUIP11 OualN1yy CMnln, D11fdP and I1CSI 1ulding Component 69N Parke East Blvd. Safe Informatlorlovallobie from Truss Plate Institute, 218 N. Lee Sheet, Suite 312 Alaxantlrla, VA 22314, Tampa, FL 33610 Job - Truss Truss Type Oly Ply LOT 34/2 WATERSTONE/FT PIERCE T18927584 2199126 A16 Half Hip Girder 1 1 Job Reference (optional) bwmem rusibource trlant ury, rL1, rlant clry, rL-33bb N, b:d4usuec bzma Milexmausmes.mc. ivaueclnl:ac4azu1a 6x8 i 4x6 = 4x6 = 7,10 = 41,43 = 5xB = 6.00 F12 3 20 4 21 22 23 5 24 25 626 27 28 7 29 30 B 31 Scale=1:62.9 2.4 II 32 9 11 33 34 16 15 35 36 14 37 38 13 39 12 40 4111 42 43 44 rd 1.5xB STP = 4x6 — 410 MT20HS = 46 = 46 = 5x6 = 7x10 = Sx8 = 4x6 = 4xl0 W20HS = 7-0.0 /3-4-2 18.9SSdE 242-10 29-7-14 3511,B 36A-0 7-n-n fi-d-2 I 6b-d 5-Sd I 6-n�1n 0.9rR Plate Offsets (X,Y)-- t2:0-1-10,Edgel. f3:0-4-6,0-2-e1, f6:0-5-0,0-4-81, f10:Edge,0-4-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) 0.51 14-15 >848 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.41 Vert(CT) -0.6014-15 >722 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.86 Hom(CT) 0.13 10 n/a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix-MSH Weight: 2351b FT=20% 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. (Us/size) 10=2497/0-3-8, 2=2394/0-8-0 Max Horz 2=276(LC 6) Max Uplift 10=-1623(LC 5), 2=-1479(LC 8) FORCES. (lb) - Max. CompJMax, Ten. -Ali 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=-899/18DO, 4-17=-1846/1117, 4-15=-383/987, 5-15=-696/553, 6-14=-50/391, 6-13=-9881742,7-13=-613/1247,7-11=-1947/1354, 8-11— 1172/2267, 8-10=-3197/2149 Structural wood sheathing directly applied or 2-7-2 oc pudins, except end verticals. Rigid ceiling directly applied or 5-0-2 oc bracing. 1 Row at midpt 8-10 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=45ff; L=24tt; eave=611; 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) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 pat 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 3-8-0 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 1001b uplift at joint(s) except 61=11e) 10=1623, 2=1479. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 95 Its down and 269 He up at 7-M, 87 Ile down and 164 Its up at 9-0-12, 87 Ile down and 164 He up at 11-0-12, 87 Its down and 164 Ile up at 13-0-12, 87 He down and 1641b up at 15-0-12, 87 lb down and 164 Ib up at 17-0-12, 87 he down and 164 Ib up at 19-0-12, 87 It, down and 164 lb up at 21-0-12, 87 It, down and 164 He up at 23-0-12, 87 He down and 164 He up at 25-0-12, 87 Ile down and 16416 up at 27-0-12, 87 Ile down and 164 Ib up at 29-0-12, 87 Its down and 164 It, up at 31-0-12, and 87 Its down and 164 Be up at 33-0-12, and 8716 down and 164 lb up at 35-0-12 on top chord, and 2901b down and 165 It, up at 7-0-0. 66 Ile down at 9-0-12, 66 He down at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-12, 66 He down at 17-0-12, 66 It, down at 19-0-12, 66 It, down at 21-0-12, 66 lb down at 23-0-12, 66 It, down at 25-0-12, 66 Ile down at 27-0-12, 66 lb down at 29-0-12, 66 lb down at 31-0-12, and 66 Ito down at 33-0-12. and 66 Ile 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 Joaquin Velez PE No.88102 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 ontinued on Came 2 O WARNING - VadrydeelSOPdremeferdend REA7N0MS ON THISAND INCLUDED MIFEKBEFEBANCE PAGE M674M rev. 1G912015BEFOBEUSE Deslgn valid for use only with MQek® connectors. This design B based only upon parameters shown, and Is for an IntlNldual building component not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate th6 design Into the overall building design. Brocing Indicated u to prevent buckling of individual hussweb and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. WeANSU1P8 CuolMByy CMnW, DS149 and SCSI building Component Sabry Nformatbrpvoeoble tram Truss Fate Insllfute. 218 N. Lee Street. Suite 312. Alexontlrla VA 22314. ��- MiTek' 6904 Parke East Blvd. Tampa. FL W610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE / Fir PIERCE T78927584 2199126 A16 Half 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 17 11:52:49 2019 Page 2 IDni9dDpNTZKSfgHgk4dw98yB5LS-nn7MR387p7OXBBeimoLLJ72HCVgmOXrBTA4gcy83oC LOAD CASE(S) Standard 9) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3— 54, 3-9=-54, 2-10=-20 Concentrated Loads (lb) 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=-81 29=-87(F) 31 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- VedrydeSSaparameterdaad READNOTES ON DINS AND INCLUDED MITEKREFERANCE PAGE MIL749am¢ lavaGoisa£FORE USE. Design valid for use only with Mmeksfs connectors. ins design Is based only upon parameters shown, and Is for an IndNldual building component not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall curdling design. Bracing indicated 6 to prevent buctling of lndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for sbbllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrlaatlon storage, delivery, emotion and bracing of III and truss systems, seeANSVIPiI Quality CdbM, DSB49 and BCSI Sulding Cemponsinf $ably bfertnrdbmvoilpble from Truss Rate Inslltuta, 218 N. Lee Street Suite 312. Mexandira, VA 22314. 6g04 Para, East Blvd. Tampa, FL 33610 Jab Truss Truss Type city Ply LOT 3412 WATERSTONE/FT PIERCE T78927585 2199126 B03 HALF 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 1711:52:50 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHoKXz241 H.FzhkfPbeZJ80mLCvKW sasDaR3i _tW 1 e_D7wd1,12y83oB -1.40 2-413 7.0-1 8-8-0 1-4-0 2-4.13 4-7-4 1-7.15 5x8 = 2x4 it Scale =1:27.2 axe - 1.SxB STP = 6xB = LOADING (psi) 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 NO Code FBC2017rFP12014 CSI. TIC 0.73 BC 0.55 WB 0.23 Matrix -MP DEFL. in Vert(LL) 0.26 Vert(CT) 0.21 Horz(CT) -0.01 (too) Udell Ud 6-9 > 1 240 6-9 .406 180 2 n1a n/a PLATES GRIP MT20 2441190 Weight: 441b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied orb-0-0 oc puffins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-1-6 oc bracing. 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 (lb) or less except when shown. TOP CHORD 2-3=-394/222 BOT CHORD 2-6=-283/276, 5-6=-303/298 WEBS 3-6=-493/577, 3-5=-761f772 NOTES- 1) Wind: ASIDE 7-10: Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.0psf; Irl B=45f : L=24ft; eave=6D; Cat. II; E1to C; Encl., GCpi=0.18; MI (directional); porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcunent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 IOD Its uplift at join(s) except Ut=1b) 2=482, 5=608. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 98 Ib down and 1751b up at 7-0-1 on top chord, and 2981b dawn and 1651b up at 7-0-1 on bottom chord. The designtselection 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 (plQ Vert: 1-3=-54, 3-4=-54, 5-7=-20 Concentrated Loads (lb) Vert: 6=-298(F) 3= 98(F) Joaquin Velez PE No.88182 MiTak USA, Inc. FL Cart 6634 8904 Parke East Blvd. Tampa FL 33810 Dale: December 17,2019 AWARNING -VeHlydeslgnparande anJREAONOTESONTHISANOINCLUOEOMRKREFERANCEPAGEM6747arev.iND ISREFOREUSE Design volld for use only with MBekO connectors, mis design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall burning design. Bracing indicated b to buckling of Individual truss web and/or chord members only. AddiSanal temporary and permanent bracing Mffek' prevent Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the 690690 4 Perko East Blvd.fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIVI1 Quar"8tyT CrlCritelliDSa419 and SCSI IhAdIng Component e Tampa. FL 33610 Safety InformaN9navollable from Truss Plate Institute, 219 N. We Street, Suite 312, Alexondtla. VA 22314, Job Truss Truss Type Cry Ply LOT 3412 WATERSTONE/FT PIERCE T78927586 2199126 C1 JACK -OPEN 12 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL- 33567. 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:52:50 2019 Page 1 ID:FvYOYY7tLIw6rKPjtlHOKXY241 H-FzhklPbeZJ8OmLCVKWsasDaZwv6rW4G_07wdM2y83oB -1.4.0 0.11-4 1 4.0 5: Scale =1:7.6 LOADING (pSQ SPACING- 2-0-0 CSI. DEFL. in (lac) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ved(LL) 0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES We 0.00 Hom(CT) 0.00 4 rVa n/a BCDL 10.0 CoFBC2017/rP12014 Car Matdx-MP Weight: 5lb FT LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or0-11-4 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=-3/Mechanical, 2=15B/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 Gray 3=23(LC 12). 2=158(LC 1).4=51(LC 12) FORCES. (Ib) -Max. Comp./Max. 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.Opst h=25ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and tomes & 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 Russ connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=1b) 2=226. Joaquin Velez PE No.68182 MITI USA, Inc. FL Ced 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING-yed/y design parameters end READ NOTES ON TN/S AND INCLUDED MREK REFERANCE PA BE MX74M rev. 10=016 BEFORE USE. Design valid for use only wlm MneM connectors. 11hls design Is based only upon parameters shown, and Is for on Individual building component, not a hum system. Before use, the bulltling deslgner must verify the appllcablilN of design parameters and properly Incorporate this design Into the overall buldingdesign.Bracing indicated bfoprevent bucklingofIndividual irussweband/or chord memben only. Addihonaitempororyand permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding she fabrication, storage, delivery, erection and bracing of trusses and Tum systems, seeANSVWII Qua lXv CmM e, OSB49 and BCSI Building Component 69N Parke East Blvd. Safety mformallonavollable from Truss Plate InsfWa, 218 N. lee Sheet. Suite 312, Alma nd4a VA 22914. Tampa, FL 33610 Job Truss Thus Type City T76927587 2199126 Clip Jack -Open fi [lyOT34/2WATEF1STONE/FTPtERCEL 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plain City, FL-33567, 8.240 s Uec 52019 No ex industries, Inc. I us Liao 17 I1:bz:bl Zulu rage I ID:FvYOYY7tWwerKPjtlHoKXz241 H-jAE6slbGKcGFOVn5uDNp007kgJS5FXW 8fnfBuVy83oA -1.4.0 Pit -4 _ t-4.0 0.11-a LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in (too) Wall Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 5 >999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 SCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 4 Na n1a BCDL 10.0 Code FBC2017/TP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=-3/Mechanica1, 2=158/0-4-0, 4=-15/Mechanical Max Hom 2=91(LC 12) Max Uplift 3— 3(LC 1), 2=-227(LC 12), 4=-15(LC 1) Max Grav 3=23(LC 12). 2=158(LC 1), 4=51(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale =1:7.6 PLATES GRIP MT20 244/190 Weight: 5lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc pudins. 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=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(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 pat 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-M 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) 3, 4 except (jt=lb) 2=227. Joaquin Velez PE No.68182 65Tek USA, Inc. FL Cart 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING -Verify Ee.Ugn{ mmetemand READNOTES ON TNISAND INCLUDED MmEIr REFERANCEPAGEMX74l;mv. Is=015BEFORE USE Deslgn valid for use only with MITeIdi, connectors, fib design Is based only upon parameters shown, and Is for an Indlvlduol bulldIng component not ��- a hues system. Before use, the building designer must verify the applicability of all 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 rye MiTeW Is always required for stability and to prevent collapse wim possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSVIPII Cually CMeda, D3349 and BCBI Bulding Component 6904 Palle East BNtl. East0 Safety Infoenatio sova table from Truss Plate Institute, 218 N. Lee Street, Sulte 312. Alexantlrla, VA 22314. Tam a, FL P Job Thus Truss Type Oty Ply LOT 3412 WATERSTONE/FT PIERCE T78927588 2199126 C2 JACK -OPEN 2 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL - 33567, 8.240 S UeC 5 2019 MI I ex Iaousni Inc. ue Uec 1 y T 1:b2:a2 ZUIe rage 1 I D:FvYOYY7tLlw6rKPjtIHoKXz241 H-BMoU45cu5wO6OfMHSwu2xegnnjnA_mHuRPkRxy83o9 Seale-1:12.8 3.2-14 Plate Offsets (X Y)-- f2.0-0-6 Edgel LOADING (psq SPACING- 2-0-0 CSL DEFL. in (too) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.46 Vert(L-) -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 Incr YES WR 0.00 Horz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 13 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-14 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 3=66M1echanical, 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 Gra, 3=6B(LC 17), 2=215(LC 1), 4=54(LC 3) , FORCES. lid) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASIDE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf: BCDL=6.Opsf; h=25ft; B=45111; L=24ft; eave=60; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Comer(3)-1-5-10 to 2-9-5, Extedor(2) 2-9-5 to 3-2-2 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 fore 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 201 on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYPNo.2 crushing capacity of 565 psi. 5) Refer to girder(s) for trues to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3 except 01=11o) 2=204. Joaquin Velez PE No,66162 MiTok USA, Inc. FL Cad 6634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNING- Vhreydeslgn pemmatir end read NOTES ON TNLSANOINCLUOEO MITEKREFERANCEPAGEms,74TJrev.. raRevrolSBEFORE USE Design valid for use only with MITei connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall buxiingdeslgn. Brocing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M!Tek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me storage, delivery, erection and bracing of trusses and truss systems, seaAN3VIP1t Quality Cdfeda, D5349 and 11011 Building Component 8904 PeMe East Blvd.fabrication Safety Infomsallorrwollabie from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa, FL 33610 Jab Thus Truss Type Oty Ply LOT 342 WATERSTONE/FT PIERCE T18927589 2199126 C3 JACK -OPEN 12 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a Dec 6 2019 Mi7ek Industries, Inc. Tue Dec 1711:52:52 2019 Page 1 ID:FvYCYY7tLJw6rKPjtlHoKXz241 H-BMoU45cu5wO60fMHSwu2xegvQin5_mHuRPkRxya3o9 -1-4-0 2.11.4 1-4-0 i 2-11.4 Scale = 1:12.7 LOADING (ps' SPACING- 2-0-0 CSI. DEFL. in (too) VdeB Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(L-) -0.00 4-7 >999 240 MT20 244/190 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 Can FBC2017/fP12014 Matrix -MP Weight: 12 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structuml wood sheathing directly applied or 2-11-4 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=60/Mechanical, 2=195/0-8-0, 4=30/MechanimI 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 (Ib) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst 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) -1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 2-10-8 zone;C-C for members and forces 8 MW FRS 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 nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0pst 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. 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 1001b uplift at joint(s) 3 except (jt=lb) 2=183. Joaquin Velez PE Nc.68182 MiTok USA, Inc. FL Clot 6634 6904 Parka East Blvd. Tampa FL 33610 Data: December 17,2019 QWARNING- Vm11Ydes19nparem.hks rid READ NOTES ON TNISANOINCLUUEOMMEKREFERANCEPAGEMx7mrsv. 10N3MRI151BEFOREUSE Deslgn valid for use only with Meek® connectors, This design Is based only upon parameters shown, and Is for an IndMduol bul ding component not ��- a truss system. Before use, the bullding designer must verity, the oppllcoblllty of design parameters and properly Incorporate this design Into the overall bulding design. Bracing Indicated Is to prevent buckling of Individual truss web and/or Chad members only. Addillonal temporary and permanent bracing M!Tek' B always reauirad for stability and to prevent collapse with possible personal injury and Properly damage. For general guidance regarding the fob4carlon, storage, delivery, erection and bracing of trusses and hum systems se ANSVIPII Quality Critelli DSH9 and SCSI building Component 6904 Poke East Blvd. lately Infaenallorcr tillable from Truss Plate Institute, 218 N. Lee Shoat, SuBe 312, Alomndrlo, VA 22314. Tampa, 1 33610 Job Truss Truss Type Oty Ply PIERCE T78927590 2199126 C3P Jack -Open 6 1 �101`1412WATERSTONEIFT Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567, 8.240 s Dec 62019 Mil Industries, Inc. Tue Dec 17 11:52:53 2019 Page 1 ID:FvYOYY7tLJw6rKPjllHoKXz241 H.fYMtHROWsEWzdpxU?ePHTrC4977hjR40646HzNy8308 Scale =1:12.7 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (lac) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 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 W B 0.00 Horz(CT) -0.00 3 n1a rVa BCDL 10.0 Code FBC2017/fP12014 Matrix -MP Weight: 12 It, FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 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 Gray 3=65(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (Ib) - Max. CompdMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-114 oc purlins. 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.Opsf; h=25ff, B=45f ; L=241t; eave=4tt; 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 2-10-8 zone;C-C for members and tomes & 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 nonconcurrem 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 (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) 3 except (jt=lb) 2=183. Joaquin Velez PE No.68182 Mil USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 QWARNING- Veriry✓eelanPeremefereenCREAD NOTES ON TUn ANUINCLUDEDMREKREFERANCEPAGEM674m.. 1"dav15 BEFORE USE Design valid for use only with Mgekls connectors. This design Is based only upon parameters shown. and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design.. Bracing Indicated is to prevent buckling of Individual miss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse win possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems WSANSURII CuT Cefeda, DSB49 and BC316uildhp Component feforma6eeovollable from Truss Rafe Institute. 218 N. Lee Street. Suite 31S Alexandria VA 22314. 69M Parke East Blvd.Safety Tampa, FL 33610 Job Truss Truss Type any Ply LOT 3412 WATERSTONE/HT PIERCE T18927591 2199126 C5 JACK -OPEN 12 1 Job Reference (optional) Bwltlars FirstSource (PIaM City, FL), Plant City, FL - 33567, 3x4 = 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:53 2019 Page 1 I0:FvYOYY7t W w6rKPjtIHoK%Y241 H-fYMtH Rd W sEWzdpxU7ePHTrCO972hjR7O648HzNy83o8 Scale-1:17.6 LOADING (pst) SPACING- 2-0-0 CS'. DEFL. in (too) Ildeft L/d PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.48 Vert(LL) 0.06 4-7 >992 240 MT20 2"/190 TCDL 7.0 Lumber DOL 1.25 BC 0.42 Vert(CT) -0.06 4-7 >999 ISO BCLL 0.0 ' Rep Stress [nor YES We 0.00 Horz(CT) -0.00 3 n/a Ida BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 18 lb FT=20% 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 Harz 2=214(LC 12) Max Uplift 3=-128(LC 12), 2=-196(LC 12) Max Grav 3=122(LC 17), 2=262(LC 1). 4=86(LC 3) FORCES. (lb) -Max Comp./Max. Ten. -All fames 250 (lb) or less except when shown. 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.Opst h=25ff; B=45f1; L=24f1; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and farces & 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 100 lb 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.88182 MiTek USA, Inc. FL Cart 6834 8904 Parka East Blvd. Tampa FL 33610 Data: December 17,2019 ,&WARNING -Verity design peremetere antl BEAD NOTES ON THIS AND INCLUDED MREKHEFEHANCE PAGE M/F7473rcv. MASIVa1SBEFORE USE Wit valid for use only with MITekg connectors, This design Is based only upon parameters shown, and 15 for on Inblvlduat bulltling component not a truss system. Before use, the building designer must verify the applicablllty, of design parameters antl properly Incorporate this design Into Me overall bulltling design. Brocing indicated is to buckling of Individual truss web and/or chord members only. AddlHonal temporary and bracing MiTek' prevent permanent Is always required for stoblllty and to prevent collapse with possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, dellvery, erection and bracing of trusses and truss systems, seeANSVFPII Quality CrBub. P5549 and BCBI Building Component 6904 Parke East Blvd. Safely Nformationo olloble from Truss Plate Institute. 218 N. We Street Suite 312, Alexandria VA 22314. Trans.. FL 33610 Jab Truss Truss Type - City Ply LOT 3412 WATERSTONE/FT PIERCE T18927592 2199126 CSP JACK -OPEN 2 1 Jab Reference (optional) Builders Firsi[Source (Plant City, FL), Plant City, FL - 33567, 6.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:52:54 2019 Page 1 ID:JSZa1DeGzPifH8v5RrDUWtcz9JOo.BkwFUne8dXepFyWgZLxWO318HWLDSuFaLkurVgy83o7 -1-4-0 4-11-5 140 4-11-5 Scale=1:17.6 4-11-5 Plate Offsets (X Y)-- 12:0-0-0 0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TO 0.65 Van(LL) 0.14 4-7 >430 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.59 Van(DT) 0.12 4-7 >489 180 BOLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-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. (lb/size) 3=114/Mechanical, 2=26210-4-0, 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. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDIl4.2psf; BCDL=6.0psf; h=25ft; B=45ft; L=241t; eave=oft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Intenor(1) 1-M to 4-10-9 zone; porch left exposed;C-C for members and fumes & 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) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 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.68102 MiTek USA, Inc. FL Cart 6834 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 A WARNING - Verify design peremerem and READ NOTES ON MIS AND INCLUDED MITEK REFERANCE PAGE MIP7473 rev. 10,I12015 BEFORE USE. Design valid for use only with MBak® connectors, This design Is based only upon parameters shown, and Is for an Individual bulltling component, not o truss system. Before use, the bulltling designer must verify Me appllcoblllN of design parameters and properly Incorporate this all Into the overall design. Bracing indicated is to buckling lndlvlduol truss web chord members only. Additional temporary and bracing MiTek- bullding prevent of and/or permanent IsalwaysrequlredforstabllltyandtopreventcollapsewiMpossiblepersonalInjuryandpropertydamage. For general guidance regarding the fabrication, storage, delNery, erection and bracing of trusses and truss systems seeANMHPII GualBy Cetera, DBB-09 and BC61 Building Component 6904 Parke East BNd. Sol lnformationovolloble from Truss Plate Institute, 218 N, Lee Street Suite 312, Alexandria. VA 22 14. Tampa, FL 33610 Job Truss Truss Type City Ply LOT 3112 WATERSTONE/FT PIERCE T18927593 2199126 D01 COMMON 3 1 Job Reference (optional) dunaers rinabource trlam ully, I-L{, riant ury, rL - 44abr, 6.00 12 2x4 \\ 3 1.5x8 STP = 2 1 3xs i 4 - 3.4 = a.eau s use a eutu ml i eK mouslrles, Inc. r us uec T r n:oz:ab eutu rage t 1L1w6rKPjtlHoKXz241 H-cxUdi7emOnngt65s73SIZGINgwclBG2jaOdO1 GyB3o6 3x8 1 6 21 Scale ='1:41.9 2x4 / 7 :"22 8 9 )d LJ 12 23 24 11 10 3x4 = 3x4 = 34 = 3x4 = 3x4 = fi-5-8 14-10.8 21-4.0 a-ae -c-n s.c.a I Plate Offsets (X Y)-- [5:0-2-0Edge] LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20:0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) 0.36 10-12 >713 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.5210-12 >492 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.35 Horz(CT) 0.04 8 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matdx-AS Weight: 100 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 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) BRACING - TOP CHORD Stmctuml woad sheathing directly applied. BOTCHORD Rigid calling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1816/1231, 3A=-1713/1225, 6-7=-1713/1226, 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: ASIDE 7-10; Vull=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=258; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(l) 1-8-0 to 10-8-0, Exteror(2) 10-8-0 to 13-8-0, Interior(l) 13-8-0 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 fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 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 (plf) Vert: 1-5=-54, 5-9=-54, 12-13=-20, 10-12=-60, 10-16=-20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cet16634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 AWARNING -9edtydesfgnparemeWar.dREADNOTES ONTNISANDINCLUDED MREKREFERANCEPAGEM0F74T3ree.IQUIO015BEFOREUSE . eeeeeeel Design valid for use only with MIT&S connectors, This design Is based only upon parameters shown, and Is for an IndlMdual 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 bulltling tleslgn. Bracing lndcoted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M(Tek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For generol guidance regarding the fabrication. storage, delivery, erection and bracing of presses and truss systems, seeASSUIPII Guald4 CritelliDSO-89 and BCSI Building Component Safety Informs lana,alloble from Truss Plate Institute, 218 N. Lee Street Suite 312, Alexandria, VA 22314. 69N Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T18927594 2199126 D01A COMMON 3 1 Job Reference (optional) t3Ull0ers tususource (Plant Ully, FL), Plant LBty, hL - 33bbI B.24U a Uec b 2u19 MI I eK Industries. Inc. I Us Use 1 11 1;b2;bb But B 1.5x8 STP - 18 21 2 3x4 = 6.00 12 2x4 \\ 3 3x4 = r3x8 C 620 11 22 23 10 9 3x4 = 3x4 = 3x4 = 2x4 7 21 Scale=1:38.7 4x6 = Ib 6.5-8 14-10-8 20.10-0 20.11-0 6-5-8 8.5.0 5.11-8 0- -0 Plate Offsets (X Y)- [5:0-2-0 Edde] [8:Edoe 0-1-2] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Ved(LL) 0.38 9-11 >667 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.87 Vert(CT) -0.54 9-11 >463 180 BCLL 0.0 ' Rep Stress Incr YES We 0.34 Horz(CT) 0.05 8 War rVa BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 97 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 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 Hoa 2=208(LC 11) Max Uplift 8=-528(LC 12), 2=-647(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All 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 2-1 1=-1 018/1677, 9-11=-718/1216, 8-9=-970/1446 WEBS 6-9=-310/615,4-11=-357/734, 3-1 1=-267/270,4-6=-1 1 OW927 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. 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=25ff; B=45h; L=24ft; eave=6ff; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 10-8-0, Exterior(2) 10-8-0 to 13-8-0, Intedor(1) 13-8-0 to 20-11-0 zone;C-C for members and tomes & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opst 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 bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 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 112" 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 (pit) Vert: 1-5=-54, 5.8=-54, 11-15= 20, 9-11=-60, 9-12= 20 Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cod 6634 6904 Parka East Blvd. Tampa FL 33610 Data; December 17,2019 QWARNING-Pedly 9eslgnparemerers antl READ NOTES ON THISANOINCLUDED MREKBEFENANCEPAGEMl47473rev. 10110042015BEFONE USE. Design valid for use only with MOelo) connectors. This design is based only upon parameters shown, and is for an lndNldual building component, not ■` a truss system. Before use, the building designer must verity the appllcablllty of design parameters and properly Incorporate this design Into the overall bulltling design. Brocing indicated is to prevent buckling Of individual truss web and/or chord members only, Additional temporary and permanent bracing MiTek' Is always required for stabllity and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, calvary, erection and bracing of trusses and huss system& seeANSVIPII Cuo18v CMrrdo, DSB-89 and BCSI Building Component 69N Parke East Blvd. Safety Informalbmvallable from Truss Plate Institute, 218 N. Lee Sheet. Suite 312. Alexandria. VA 22 14, Tampa, FL 33610 Job Truss Truss Type Cry Ply LOT 342 WATERSTONE/FT PIERCE T78927595 2199126 D03 Hip 1 1 Job Reference (optional) Builders FIIs SOurc9 (Plant City, FL), Plant City, FL - 33567, 8.240 s Uec 6 2u19 MI I eK Inaustnes, Inc. 1 ue Uec l / l l :bz:b/ zul v, rage 1 ID:fkJJky_RiOjdzY_sA5R7GgzEMUk-YJcN7oglw50060FFEUUDehNjAkLctOvOt i6V68y83o4 -1-4-0 6-3-3 8-01-15 12-4-1 15-0-13 27.4-0 22-8-0 1-T ) 6-3-3 2-842 &42 2.8-02 6-3-3 I 1-0 0 Scale =1:39.4 46 = 20 21 46 = 3x8 = 3,4 = 3x6 = 3x4 = 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.16 11-14 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.67 Verl(CT) -0.3311-14 >767 ISO BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.03 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2O14 Matdx-AS Weight: 961b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=861/0-8-0, 7=861/0-8-0 Max Hom 2=-184(LC 10) Max Uplift 2=-559(LC 12), 7=-559(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=1286/960, 3-4=-1077/845, 4-5=-921/793, 5-6-1077/845, 6-7=-1286/960 BOT CHORD 2-11=-688/1192, 9-11=-426/961, 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.Ops1; h=25ft; B=45ft; L=24ft; save=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0to 1-8-0, Intedor(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 & 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 pat bottom chord live load nonconcurrent 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 fall by 2-0-0 wide will fit between the bottom chord 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 Gt=lb) 2=559,7=559. 8) 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.68162 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 OWAFNING- Vedtydeslpnparametersend NERD NOTES ON TN/SANDINCLUDED MREKREFEHANCEPAGEM147473mv 10Po.V101SGEFONE USE Deslgn valid for use only win MBea connectors This design Is based only upon parameters shown and Is for an InbNldual building component, not ��- a truss system. Before use, the building designer must vadfy the appllcablllty of design parameters and properly Incorporate this design Into the overall building design.Brocing Indicated is to buckling of Individual fruss web and/or chord members only. Additional temporcry and permanent bracing Welk' prevent Is always requlwal for stability and to prevent collapse with possible personal Injury and property damage. For general guldonce regarding fire 69N Parke East Blvd. fabdcaflcn, storage, delivery, erection and bracing of trusses and truss systems seeAN6UIPIi Deady Cftda, D31149 and 11081 Balding Component Tampa, FL 33610 Safety Infermatbmvollobie from Truss Plate InstiMe. 218 N. We Street Sure 312 Alexandria, VA 22314. Job Truss Truss Type - city Ply LOT 34/2 WATERSTONE/FT PIERCE T78927596 2199126 D04 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Dec 6 2019 MiTek Inc. Tue Dec 17 11:52:58 2019 Scale=1:39.1 Sa8 = 2x4 11 Sx8 = 3x4 = 2x4 II 3x4 = 3x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 LumberDOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017RPI2014 CS]. TC 0.77 BC 0.83 WB 0.21 Matrix-MSH DEFL. in (loc) Vest Ud Vert(LL) 0.16 8-17 >999 240 Vert(CT)-0.2011-14 >999 180 Horz(CT) 0.07 6 n1a rVa PLATES GRIP MT20 244/190 Weight: 991b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied or 2-11-1 oc pudins. 3-5: 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1-13 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=143208-0, 6=1436/0-8-0 Max Harz 2- 149(LC 6) Max Uplift 2=-938(LC 8). 6=-944(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) 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=-108/535, 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=4.2ps1; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; save=6ff; 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 nonconcurent 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=938, fi=944. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 87 He down and 164 lb up at 6-11-15, 87 lb down and 164 Ib up at 9-0-11. 87 Ito down and 164 He up at 10-8-0, and 87 Ito down and 164 lb up at 12-3-5, and 152 lb down and 301 Its up at 14-4-1 on top chord, and 2901b down and 165 lb up at 6-11-15, 66 lb down at 9-0-11, 66 Ib down at 10-8-0, and 66 Ib down at 12-3-5, and 290 Ito down and 165 Be 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 IF) or back (B). LOAD CASE(S) Standard 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plp Joaquin Velez PE No.68182 Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 MTek USA, I=FL Cori 6634 Concentrated Loads (Ib) 6904 Parke East Blvd. Tampa FL 33810 Vert: 3=-87(F) 5=-95(F) 10=-40(F) 11=-290(F) 9=-00(F) 4=-87(F) 8=-290(F) 18=-87(F) 21=-87(F) 22=-40(F) Date: December 17,2019 O WARNING- Verlrydesl9n,,eremetersand READ NOTES ON THMANDWCLUDEDMREKREFERANCEPAGEMIF74Tarev. 10Ta2015BEFOREUSE. Deslgn valid for use only win MReki& connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �'- a true system. Before use, the bulltling designer must verify the oppllcablllN of design parameters and properly Incorporate this design Into the overall bulltling design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M(T®k- Isalways reaukedfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrlcotlon, storage, delivery, erection and bracing of busses antl hum systems, seeANSVIPII QualMMyy CMeOa, DSB49 and SCSI Bull Component 6904 Parke East Blvd. SaM1fy Infoenallonavo able from Truss plate Institute. 218 N. lee Sheet, Suite 312, Alexondda VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE / FT PIERCE T78927597 2199126 E3 JACK -OPEN 2 1 Job Reference (optional) Builders RrsiSoume (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:FvYOYY7tLJw6rKPjtIHoKXz241 H-Uij8YUiHS4G6LkODMvWhj6S60XBH79VJVObcB1y83o2 Scale = 1:14.5 3-8-0 LOADING (psp SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 Vert(L-) 0.02 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.21 Vert(CT) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTPI2014 Matdx-MP Weight: 141b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=79/Mechanical, 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. CompJMax. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural woad sheathing directly applied or 3-8-0 oc puffins. 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.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)-1-4-0to 1-8-0, Intedor(i) 1-8-0 to 3-7.4 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 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. 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) 3 except (jt=lb) 2=186. Joaquin Vetaz PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 Q WARNING- Vedrydea/gnperemeterseed NEADNOTESONTN/SANDINCLUDEDM?KHEPERANCEPAGEMIL74M.re.. 10=015BUCIREUSE Design valid for use only with Mnek® connectors. IDIs design Is based only upon parameters shown, and Is for on Individual building component, not ��- a Musa system. Before use, the buHdJng 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 IndNldual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required far stablliiy and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of fusses and truss systems. seeANSU1PD Quality Creech, D8049 and IICSI Building Component Safety Informoeerxrvollobie from Two Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 6904 Parke East BNd. Tampa, FL 33610 Job Thus Truss Type Cry Ply LOT 34/2 WATERSTONE/Fr PIERCE T18927598 2199126 ESP JACK -OPEN 6 1 Job Reference o lional 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:FvYOYY7tLJw6rKPjllHoKXz241H-UijeYUiHS4G6LkOdMvWhj6S?Ix2979VJVObcB1y83o2 -1-0.0 5-0.0 1-4.0 5.0.0 Scale = 1:17.8 LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Vdetl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) 0.14 4-7 >415 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.13 4-7 >472 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hors(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 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. (lb/size) 3=115/Mechanical, 2=264/0-4-0, 4=58/Mechanical Max Horz 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=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 4-11-4 zone; porch left exposed;C-C for members and farces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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 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 joints) 4 except (jt=lb) 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 sheetmck be applied directly to the bottom chord. Joaquin Vela PE No.68182 Wrek USA Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17,2019 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONEI FT PIERCE T76927599 2199126 E7 JACK -OPEN 40 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Doc 6 2019 MTek Industries, Inc. Tug Dec 17 11:53:1313 2U19 Vega 1 ID:FvYOYY7tLIw6rKPjtIHoKXz241 H-yuH W IgivDNOzztzgwcl wGK?6vxNysckSl9LgjTyB3ol la Scale=1:22.6 Plate Offsets (X Y)-- f2:0-2-10 0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) VdeB L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.18 4-7 >459 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.70 Vert(CT) -0.20 4-7 >413 180 BCLL 0.0 ' Rep Stress their YES We 0.00 Horz(CT) -0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 24 lb Fr=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/Mechanice1, 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 Gmv 3=181(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (Ile) -Max. Comp./Max Ten. -All forces 250 (lb) 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=25ft; B=45ft; L=24tt; eave=6f ; Cat. 11; Exe C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte6or(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) All bearings are assumed to be SYP No.2 crashing 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) except 01=11o) 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.66182 MTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33810 Data: December 17,2019 AWARNING -VerilyEeslgnparametenanEREADNOMSONMOMDWCLUDEDMDEKBEFEBANCEPAGEM674n..1GUS2015BEFOBEUSE Deslgn void for use only with MBBIK➢ connectors, This design Is based only upon parameters shown, and Is for an Indivdual building component, not a truss system. Before use. the building designer must verify me applicability of design parameters and papery Incoiporote mis design Into the overall building design. Bracing howled is to buckling IndMtlual truss web and/or chord members only. Additional temporary and bracing MTek' prevent of permanent Is always requlred for stobllity, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding me fabriconon. storage, delivery, erection and bracing of trusses and truss systems, saeANSVWI1 CualHy CrihGo, DS349 mid BCSI Madbp component 6904 Parke Ent Blvd. Ent Safety mformatbruva0oble from Trues Plate Institute, 218 R Lee Sheet Suite 312, Alexandria, VA 22314. Tampa, FL Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T18927600 2199126 ETA Jack -Open 1 1 Job Reference (optional) Builders FirstSource (Platt City, FL), Plant City, FL-33567, fie-0 8.240 s Dec 62019 MiTek Industries, Inc. True Dec 17 11:53:01 2019 Page 1 ID:FvYOYY7tLJw6rKPjtIHOKXz241 H-O5ruyAjX_lXgb1YOTJZ9oXYIMLkab3 cyK4jFwyB3oD Scale=1:22.4 Plate Offsets (X.Y)-- r :0-240-0-21 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in ([do) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.85 Vert(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 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hord(CT) -0.05 3 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 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. (Ib/size) 1=245/D-8-0, 3=152IMechaniml, 4=67/MechanimI Max Ho¢ 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. TOP CHORD 1-3= 265/253 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., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to M-0, Intedor(1) 3-0-0 to 6-3-4 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 fall 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 girders) for truss to Muss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) 1, 4 except Bt=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.88182 MiTek USA, Inc. FL Cad 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 ,&WARNING-Verftydeslg.,eramehreaed NERD NOTES ON TNISANDINCLUDEOM?EKREFERANCEPAGEMIP7473rev. 10031I015BEFOHE USE Design valid for use only with Mnels® connectors, This design Is based only upon parameters shown, and Is for on Individual building component, not ��- a steps system. Before use. Me 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 and/or chord members only. Additlonal temporary and permanent bracing MiTek' Is always required for stablllty and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding the tabdcatom storage, delivery, erection and bracing of trusses and truss systems seeMSUIPII Quality Criteria, DSB49 and BCSI Building Component Safety Informalbnovollobie from Trust Plate Institute, 218 N. Lee Street. Suite 312, Mmandrla, VA 22314. 69 Parke East Blvd. Tampa, FL 33610 Job Truss Truss Type 00' Ply LOT 34/2 WATERSTONE/Fr PIERCE T78927601 2199126 F03 Common 1 1 Job Reference (optional) Builders FirstSouroe (Plant City, FL), Plant City, FL - 33567. 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:01 2019 Scale=1:27.2 5x6 = 3x4 = c^� 3x4 = LOADING (pst) SPACING- 2-0-0 CS1. DEFL, in (roc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.50 Ved(LL) 0.10 5-8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 Sc 0.51 Vert(CT) -0.15 5-11 >999 ISO BCLL 0.0 ' Rep Stress Mar YES W B 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 53 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=535/0-6-8, 2=61310-8-0 Max Harz 2=151(LC 11) Max Uplift 4=-297(LC 12), 2=-423(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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 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=45tt; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerior(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 7-4-0, Extedor(2) 7-4-0 to 10.4-0, Interior(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 truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) 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 Ot=lb) 4=297, 2=423. 7) 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. 1$ Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6504 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNMG-Veritydeaignpaemetem=d READNOTES ON 7NISANDINCLUDEDMBEKBEFEAANCEPAGEM674mar 1D 015BEFOREUSE Deslgn valid for use only with MBek9 connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ��- a truss system. Before use, the building designer must verlty the apolcabflM/ of design parameters and propery 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 1s MiTeK Is always required for stability and to prevent collo ase with possible personal Injury and properly damage. For general guidance regarding he fabrication, storage, delivery, erection and bracing of trusses and truss system& seemSUfPl1 CualMy CMeM, DS849 and BCSI Building Component 6904 Parke East Blvd. Safely Infarmafbmvolloble from Truss Plate Institute, 218 N. We Sheet Suite 312. Alexontlrla VA 22al 4. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T78927602 2199126 F04 Hip Ginter 1 1 Job Reference (optional) muuaers rrmiboume (none u1y, rL), Plam ury, bL - 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:02 2019 Page 1 ID:FvYOYY7tWw6rKPjtlHoKXz241H-vHPGAWk917fhDB7Cll4OU4US121KS IB_gGnMy83o7 -1-4-11 6-11-15 7-8-1 12.3.5 14-6-8 1-4-0 N-11 47.4 o-8-2 4-7-4 2-3-3 4x6 = 3.4 = 4x6 = 3x4 = Scale = 1:27.0 �g LOADING (psf) SPACING- 2-0-0 CSI. 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 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.19 7-13 >913 180 BCLL 0.0 ' Rep Stress Incr NO We 0.21 Horz(CT) 0.03 5 Na Na BCDL 10.0 Code FBC2017/TP12014 Matrix-MSH Weight: 58lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3A-11 oc purins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (INsize) 5=91910-6-8, 2=992/0-8-0 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, 3-4=-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 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=24f : eave=6ft; 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 5=571, 2=695. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 142 lb down and 285 to up at 6-11-15, and 106 lb down and 171 Ib up at 7-8-1 on top chord, and 290 lb down and 181 Ib up at 6-11-15, and 290 lb down and 181 lb 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 IF) 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=-64, 4-5=-S4, 8-11=-20 Concentrated Loads (lb) Vert: 3=-95(F) 4=-87(F) 7=-290(F) 6=-290(F) Joaquin Velez PE No.88102 MiTek USA, Inc. FL Cert 6634 8904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AWARNING-Vedfydesl9nparemeteroenCRaDNOTESONMSANO/NCLUOEDMREKREFERANCEPAGEM674M.re..10=015BEFOREUSE Design vol d for use only with Mriekeb connectors. This design Is based only upon parameters shown, and Is for an Individual building component not a truss system. Before use, the building designer must verity Me applicabllily of design parameters and properly Incorporate this design Into the overall building design. Bracing indcated Is to prevent buckling of indfviduel truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stobliiry and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the recreation, storage, delivery, erection and bracing of busses and truss systems, seeANtaii CUOB0�tyy Were, DS549 and WA Building Component 69N Parke East 13W. Safely tnformalbmvallabie from Truss Plate institute, 218 N. too Sheet Suite 312, Alexandria VA 22314. Tampa, FL 33610 Job Truss Tess Type Oty Ply LOT 3412 WATERSTONE/FT PIERCE T78927603 2'99126 GR2 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 1711:53:06 2019 Page 1 ID:FvV0Vy7tLJw6rKPjtlHoKXz241 H-n2fn0tngoD96hoRzGtBKVbFExMTeGE9L6wTv7y83m 4-0-1 5-2-9 i 6-1-7 7-3-15 11-4.0 4-0-1 1-2-7 0-10-15 1-2-7 4-0-1 1.5x9 STP =5x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 GOT CHORD 2)c6 SP M 26 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC20177rP12014 REACTIONS. (IWsize) 1=3749/0-8-0, 6=3938/0-8-0 Max Horz 1=-81(LC 6) Max Uplift 1= 1849(LC 8), 6=-1925(LC 8) As 3.91 12 06 = 44 = Lin 11 . II . n ZX% 1.5ie STP= 5x6 = Scale =121.7 CSI. DEFL. in (too) Vdefl L/d PLATES GRIP TC 0.48 Ven(LL) 0.0910-12 >999 240 MT20 244/190 BC 0.49 Ven(CT)-0.1310-12 >999 180 WB 0.32 Horz(C0 0.03 6 n/a n/a Matdx-MSH Weight: 113 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or4-6-10 oc pur ins. BOT CHORD Rigid ceiling directly applied or 10-" 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-S=-5850/2939, 5-6=-6170/3031 BOT CHORD 1-10=-2638/5512, 9-10=-2665/5577, 8-9=-2714/5679, 7-8=-266a/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-ply truss to be wnnected 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 0-7-0 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 mot 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=24tt; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) This truss has been designed fora 10.0 pat bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M 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 It, uplift at joint(s) except (jt=lb) 1=1849,6=1925. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14851b down and 735lb up at 1-114. 1485 lb down and 735 lb up at 3-11-4, 12931b down and 627Ib up at 5-114, and 1293 lb down and 627Ib up at 7-11-4, and 1293 lb down and 627Ib up at 9-114 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: 1-2=-54, 2-3=-54, 34=-54, 4-5= 54, 5-6=-54, 1-6=-20 N N lid Joaquin Velez PE Np.68182 MiTek USA, Inc. FL Can 6634 6904 Parke East Blvd. Tampa FL 33810 Date: December 17.2019 Job Tir Thus Type City Ply LOT 342 WATERSTONE/FT PIERCE T78927603 2199126 GR2 Flip Girder 1 2 Job Reference (optional) Builders MrstSource (Plant City, FL), Plant City, FL- 33567, 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:06 2019 Page 2 ID:FvYOYY7tUwGrKPjtlHoK)CY241 H-n2fnOtngoD96hoRzGtBKVbFExMTeGE9L6wTv7y63m LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 10=-1485(F)8=-1293(F)15=-1485(F) 16=-1293(F) 17=1293(F) 0WARNOFG-Velly✓esignpammefemandREADNOTESONTMSANUUICLUDEDM KREFEMNCEPAGEM MMarv.MIUV2015BEFOREUSE Design volld forums oNywfh Mgelr6+connectors.lnb design bloomer only upon parametersshown. and is for an lndNitluol bulltling component. not a truss system. Before use. tine bulling designer must verify the opplicoblily of design parameters and ompedy Incorporate this design Into the overall building design. gracing Indicated Is to prevent buckling of Vdivitlual puss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stabOny and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication storage, delroery, erection and brocing of tomes and ham systems maANSU1Plt Gua®sr CRnlo. DSB49 and SCSI Building Component hdarmaaanavolable from Tram Rate Inartute, 218 N. Lae Sheet, Suite 312. Alexontlda, VA 22 74. 69N Parke East Blvd.Safety Tampa, Fl 33610 Jab Truss Tmss Type Oty Ply LOT 34/2 WATERSTONE/FT PIERCE T18927604 2199126 GR3 Half Hip Girder 1 2 Job Reference (optional) Bwlders FrstSource (Plant City, FL), Plant City, FL - 33567, I 1.Sx8 STP = 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:07 2019 Page 1 VOYY7tUw6rKPjtlHoKXz241 H.FFC9DDoIZXH4"Agag72onOVmol7aVUKGX1 SZy83nw -&10 11-49 14-7-4 � 2 � Us = Scale=1:29.2 2.4 It 5xS = 12 1.5x8 STP = LOADING (psf) TCLL 20.0 TCDL TO BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017/rP12014 CSI. TC 0.55 BC 0.54 WB 0.93 Matrix-MSH DEFL in Vart(LL) 0.14 Ven(CT) -0.17 Horz(CT) 0.02 (too) I/defl Ud 8-9 >999 240 8-9 >999 180 6 n/a n/a 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. fib/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. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-6808/3674, 2-3=-5418/2921, 3-4=-3566/1921, 4-5_ 3566/1921, 5-Cx=-4535/2502 BOT 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-plytmss 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 raw at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as from (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: ASIDE 7-10: Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=25tt; B=45h; L=24ft; eave=6ft; Cat. 11; Exp C; Encl., GCp--0.18; MWFRS (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 pal bottom chord live load nonconcunent 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-M 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 1001b uplift at joint(s) except 01=11o) 1=1641,6=2911. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2906 Ib down and 1702lb up at 7-1-8, 14941b down and 7541b up at 9-0-12, and 14951b down and 753 lb up at 11-0-12. and 1500 lb 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 (plf) Vert: 13=-54, 3-5=-54, 1-6=-20 Continued on oaae 2 Joaquin Velez PE No.68102 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 OWARN/NG-V dfydeslgnpareme ..dRE DUOTES ON TN/SANDWCLUOEDMREKHEFERANCEPAGEMIF]4l3rev. faN.Y10158EFOBEUS Design valid for use only w Mirek®connectws. This design a based only upon parameters shown. and a for an Individual building component, not ��- a truss system. Before use, me building designer must vanity the applicability of design parameters and properly Incorporate this design Into the overall bucmitclevgn. among lndicotel a to prevent buckling of indiivdual tnasweb and/or chord members only. Additional temporary and perrnanenfbrac'ug MiTek' Is clwoys required for stablily, and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fobrk,albR mroge, delivery, erection and bracing of hums and truss systems, seeANSVMIl QYpdfls, CRMio, DS349. and 501 Binding Component 69e4 Pare East Bald. Safety hlformoNorWaOable from Truss Rate lialn ne, 218 N. Lee Street, Suue 312, Alexandria, VA 22314. Tampa, FL 33610 Job Tnus Type Oly Ply=3412WATERSTONE/FT PIERCET18927604 �Truas 2199126 GF13 Half Hip Girder 1 Builders RrstSoume (Plant City, FL), Plant City, FL - 33567, 8.240 a Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:07 2019 Page 2 ID:FVYOYY7tUw6rKPItiHoK%Y241H-FFC9DDoIZXHzIyOAgagZ2onOVmol7aVUKGXlSZy63nw LOAD CASE(S) Standard Concentrated Loads (lb) Vert 7=-1485(B) 13---2906(B) 14=1494(B) 15=-1500(B) Q WANNMG-VedfyEea(gnparametet4and NEAONOTES ON MSANOMCLUOEOMGEKNEFENANCEPAGEMM174TJmv. 1011Y10159EFORE USE. Design valicl for use only utith Mfnsk®connectom This desgn b based only upon parameters shown. and Is form IndNltlUal building component, not a puss system. Before use. the bWOing designer must varHy Me applkab0ty of design parameters and properly Incorporate thb design Into the overall bulldingdesign. BrocingMdicotedIstopreventbuckling oftndMdualhussweb and/or chord members only. Additional temporary and permanent bracing MiTelc Is always required for stability and to prevent collapse v 1h possible personal Injury and properly damage. For general guidance regarding the fabrication. storage, deiNery, erection and brocing of tosses grid toss systems seeAN3f/IPII QuaOy Criteria. D3049 and BC91 Balding Component 69o4 Palle East BNd. Safety WormalbMvouoble from Tess Plane Irtsnikde. 218 N. Lee Street Suite 31Z Alexandra. VA 22314. Tampa. FL 33610 Jab Truss Truss Type City Ply LOT 342 WATERSTONE/FT PIERCE T1B927605 2199126 H2 Jack -Open Girder 2 1 Job Reference (optional) Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 a Dec 6 2019 MTek Industries, Inc. Tue Dec 1711:53:08 2019 Page 1 ID:FvYOYY7tUw6rKPjtIHoKXz241 H-jRMXOZpwKrPgx6bMOIBoaOKakAERkDjeZwHa_Oy83nv -1-5.12 2-0-7 1-5-12 I 207 Scale =1:9.7 2.0 7 2-0-7 Plate Offsets (X,Y)— f2:0-04,Edael LOADING (psQ SPACING- 2-" CSI. DEFL in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 7 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 rVa n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MP Weight 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SIP 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 Grew 3=33(LC 17), 2=1 B3(LC 1), 4=30(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All fames 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-7 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=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24f ; eave=6ft; Cal II; E1le C; Encl.. GCpi=0.18; MWFRS (directional) and C-C Comer(3) zone;C-C for members and fames & 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 chard 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 tmss 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=211. Joaquin Velez PE No.68182 Wrall USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 17,2019 AWARNWG-Vent]des/gnpamrueferoanJREAONOTESONMSANOINCLUDE MN KREFERANCEPAGEAfD70TJxev.1B 715 BEFORE USE. Design valid for use only w Mnek®connectom This dedgn Is based only upon parameters sro and Efar an hdMdual building component not a fnas system. Before use. the bWOing designer must verify me appikobllity of design parameters and properly Incorporate this design Into me overall bolding design, Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Addifional temporary and permanent bracing Is always required for stahAty and to prevent collapse with possible personal Injury antl property damage. For general guidance regarding fie fabdca3am storage. deliver , erection and bracing of trusses and trusssystem& seeAN3UTP11 Quality Cana. Pamir and BCSI Boding Component Safoly Nfomatbmvoaotxe from Teas Plate Institute, 218 N. Lee Sheet Si tte 312. Nexandrlo. VA 22314. MOW 69W Parke East BNd. Tampa. FL W610 m Job Truss Truss Type Cry Ply LOT 3412 WATERSTONE/FT PIERCE T1B927606 2199126 H3 Jack -Open 2 1 Jab Reference o lional dullders HrslSource (Plant Only, FL), Plant City, FL - 33557. 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:09 2019 Page 1 ID:FvYOYY7tLJw6rKPjtlHoKKY241 H-BdKwevpY58%hYG9Yx?il7DlIIZYpTg=aO8WSy83nu Scale =1:14.3 41-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.47 Vert(LL) 0.02 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.20 Vert(CT) -0.03 4-7 >999 180 BOLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -AS Weight: 151b 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=89/Mechanical, 2=24610-4-3, 4--14/Mechanical Max Horz 2=173(LC 12) Max Uplift 3=-92(LC 12), 2=216(LC 12) Max Grav 3=B9(LC 1). 2=246(LC 1), 4=69(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24fU eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C COMBOS) -1-6-2 to 2-8-12, Exterior(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 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 100lb uplift at joint(s) 3 except (jt=lb) 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 sheetmck be applied directly to the bottom chord. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cad 8634 6904 Parka East Blvd. Tampa FL 33610 Date: December 17,2019 AWARNWO- Verify desipnperemeher,MdREADNOTES ONTHIS MDWCLUDEDMREKREFERANCEPAGEhID-74TJrev. laTY1a15BEFORE USE DesIgn valkl for use only with Meek® connectors. This design Is based only upon parameters shown, and Is for an Indredual bullding component, not a truss system. Before use, the bullciing designer must vent, me opplicobilily of design parameters and properly incorporate this design into the ovemll building design. Bracing aWkated 6 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always requaedfor stab611y and to prevent collapse with possible personal Injury and property, damage. For general guldonce regarding the fobfl o crt storage, delNery, erection and bracing of Musses and hues systems, seeANSVIPII Cual CtSedu, 05349 and ICSI Building Component 69M Parke East Bind. Safely 6tfeenelbmvailabia from Truss Hole Institute. 218 N. Lee Sheet, SuBe 31Z Maxwell VA 2'2314. Tempe. FL 33610 Job Truss Truss Type Oty Ply LOT 342 WATERSTONE/FT PIERCE T78927607 2199126 H5P DIAGONAL HIP GIRDER 2 1 Job Reference (optional) Builders FrslSource (Plant City, FL), Plant City, FL - 33567, 6.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:10 2019 Page 1 ID:FvYOYY7tLJw6rKPjDHOKXz241 H-gpulrFgAsSfYAOkIViDGgRPsMzrNC7DM1Emh2uy83m -1-10-10 4-2-6 7-0-14 F 1-10.10 4-2-6 2-10-8 Scale=1:17.4 7.OA4 Plate Offsets (X Y)- 12:0-03 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL in (loc) Met 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 >358 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hord(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 251b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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 Gray 3=119(LC 1), 2=199(LC 1), 4=97(LC 3) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6fC Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (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 first 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-" 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 No.2 crushing capacity of 565 psi. 5) Refer to ginler(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joints) except 01=11s) 3=175, 2=355, 4=104. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 551b down and 751b up at 1-5-12, 55lb down and 75 lb up at 1-5-12, and 3 Ito down and 106 Ito up at 4-3-11. and 3lb down and 106 lb up at 43-11 on top chord, and 24 lb down and 48 to up at 1-5-12, 24lb down and 48 lb up at 1-5-12, and 51b down and 131b up at 4-3-11, and 5 to down and 13lb up at 4-3-11 on bottom chord. The desigNselecdon of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase--1.25 Uniform Loads (plf) Vert: 1-3=-54, 4-5=-20 Concentrated Loads (Ib) Vert: 8=150(F=75, B=75) g-41(F=2Q B=20) 10=51(F=26, 8=26) 11=4(F=2, B=2) Joaquin Velaz PE No.68182 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 Q WANNNG-VeNtydeslgn par4meren end READ NOTES ON TNISANDNCLUDEDU/TEKHEFEHANCEPAGEMA74M.re.. 1G411=015BEFORE USE Design valid for use only with Mriek®connectom This design Is based only upon parameters shown, and Is for an IntlMduol building component. not ��- o truss system. Before use, the bolding designer mustventy the applicability of design parameters and property Incorporate this design Into the avant budding design. Bracing Indicated Is to prevent buckling of IndMdual Mus web and/or chord members only. Additional temporary antl permanent bracing MiTek' Is always required for stability ants to Prevent collapse with possible personal Injury and property damage. For general guidance regarding the farx, olion storage, delivery, erection and bracing of trusses and truss systems. saeANST/1PI7 Cuarty Criteria, DSB419 and 1101 au34krD Component 69M Parke Fast Blvd. Safety Wormalbrsavoloble from Tnass Plate Institute. 218 N. Lee Street Suite 312. Alexandria VA 22314. Tampa, FL 13610 Job Truss Truss Type Oly Ply LOT 3412 WATERSTONE / FT PIERCE T18927608 2199125 H7 DIAGONAL HIP GIRDER 6 1 Job Reference o 'anal tlorders Yirslhource (Plant City, FL), Plam City, FL- 33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 17 11:53:112019 Scale = 1:23.4 3c4 = 6.2.13 9-10-73 6.2-13 &8.0 Plate Offsets (X Y)-- [2:0-2-10 0-0-101 LOADING (pst) SPACING- 2-0-0 CS]. DEFL in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 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 Incr NO WB 0.16 Horl -0.01 5 We n/a BCDL 10.0 Cade FBC2017rrP12014 Matrix-MSH Weight: 42 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directlyapplied 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. (lb/size) 4=85/Mechanica1, 2=300/0-8-0, 5=274/Mechanical Max Harz 2=278(LC 8) Max Uplift 4=-103(LC 8), 2=-344(LC 4), 5=-232(LC 4) FORCES. (Its) - 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=-069/491 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; eaveift; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pat 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 beating plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 4=103, 2=344, 5=232. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 601b down and 75 1b up at 1-5-12, 60lb down and 751b up at 1-5-12, 9In down and 100 Ib up at 4-3-11, 9In down and 100 Its up at 4-3-11, and 2216 down and 166 lb up at 7-1-10, and 221b down and 166 Ib up at 7-1-10 on top chord, and 481b up at 1-5-12, 48 Ib up at 1-5-12, 17lb up at 43-11. 171b up at 4-3-11, and 18lb down and 61b up at 7-1-10, and 181b down and 61b up at 7-1-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (D or back (B). LOAD CASE(S) Standard ' 1) Dead+ Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 5-8=-20 Concentrated Loads fib) Vert: 11=150(F=75, B=75) 12=41(F=20, B=20) 13=-45(F=-22, B=-22) 14=51(17=26, B=26) 15=4(F=2, B=2) 16=31(F=-15, Joaquin Velez PE No.68182 B=-15) MiTek USA Inc. FL Cad 6834 6904 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 QWANNNG- yedtydesignlur4mefersend REAO NOTES ONTHISANDNCLU0EDan REFERANCEPAGEM74Mmv. 101032015BEFOREUSE Design valid for use only Win Ml1ek® connectors. This design Is based only upon parameters shovnt and 6 for on IndMtlual building component, not a truss system. Before use, the lotuding designer must verfy the opplicabity of design parameters and property Incorporate mb desgn Into the overall bWdingdesign. Bracing indicated 5 to prevent buckling of IndMdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' a olways required for stability and to prevent collapse Wth possbie personal Injury and property damage. For general guidance regarding the fabrication. storage. all erection and bracing of trusses and truss systems seeANSVnilt Quall Ca feria, OSB49 and SCSI Building Component Safety InformorkmeN cilable from Truss Role Institute, 218 N. Lee Street Suite 312, Alexandra, VA 22314. 69M Pans East MI. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 342 WATERSTONE/FT PIERCE T18927609 2199126 H7P DIAGONAL HIP GIRDER 1 1 Job Reference (optional) bunaers 1-InAbOU!"M triant Uty, I-L), VIM Guy, rL-33567, 8.240 s Dec 6 2019 MiTek Industries, Inc. Too Dec 1711:53:12 2019 5xB = Scale =1:22.1 Plate Offsets (X,Y)— (2:0-0-3,Edael LOADING (psQ SPACING- 2-M CSI. DEFL in (loc) ydefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.09 7-10 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.33 Ven(CT) 0.08 7-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WE 0.25 Horz(CT) -0.01 5 n/a n(a BCDL 10.0 Code FBC2017/TPI2014 Matdx-MSH Weight 421b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=83/Mechaniml, 2=300/0-5-11, 5=276MIechanical Max Horz 2=278(LC 8) Max Uplift 4=-91(LC 8), 2=505(LC 4), 5=-465(LC 4) FORCES. (lb) -Max. CompJMax Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4481715 BOTCHORD 2-7=-680/388, 6-7=-680/388 WEBS 3-7=-284/242, 3-6=-475/833 BRACING- TOPCHORD Structural wood sheathing directly applied or 64)-0oc pudins. BOT CHORD Rigid ceiling directly applied or 6-8-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2pst BCDL=6.Opst 14=2511; 0=458; L=24ff; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (drectional); parch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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) Bearings are assumed to be: Joint 2 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 Its uplift at joint(s) 4 except 01=11g) 2=505, 5=465. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 lb down and 75 Its up at 1-5-12, 551b down and 75 Its up at 1-5-12, 31b down and 106 Its up at 4-3-11, 3lb down and 1061b up at 4-3-11, and 221b down and 1531b up at 7-1-10, and 22 Its down and 153 Its up at 7-1-10 on top chord, and 24 lb down and 481b up at 1-5-12, 241b down and 481b up at 1-5-12, 5 Its down and 131b up at 4-3-11, 51b down and 131b up at 4-3-11, and 18 lb down and 331b up at 7-1-10, and 18 Its down and 331b up at 7-1-10 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 (pIQ Vert: 1-4=-54, 5-8=-20 Concentrated Loads (lb) Vera: 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, B=-15) Joaquin Velez PE No.68182 MTak USA, Inc. FL Cart 6634 6984 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 AWABN/NG-VeNfydeslgDParum.(es dRMDN0TlwONMISMI)VICLUDEDMMEKBEF£BANCEPAGEM674Mrov.la=Iv15BEFOREUSE Designvaiid for use only with Maek® connectors. This design a based only upon perometers shown and Is for an Individual building component, not a fim system. Before use, the building designer must venly the applicability of design parameters and property incorporate this design Into me overall buRdirg design.&ocing lndbated Is to prevent buckling of Individual taus web antl/or chord members only. Additional temporary and permanent bracing MiTek- isalwayslectured tor stability and to prevent crollapse with possible personal m)ary and propertydamage. For general guidance regarding the fobrkatbn, storage, delivery, erection and bracing of trusses and truss systems WeANSVIPl1 Gummy CiBeDo. DS549 and SCSI BuldhB Component 6904 Parke East BNd. Sefely Informatlonovclloble from Thus Rate IrtstiMe. 218 N. Lee Sheet Sure 312. Mexontlrla. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 342 WATERSTONE / FT PIERCE 1 T1B927610 2199126 K01 Hip Girder 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Piero City, FL- 33567. 8.240 s Dec 6 2019 MiTek Industries, Inc. Tue Dec 1711:53:13 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHolO(z241 H.40aQUHs39Nl7ltTKAmvH3l W nBwEPUANjC_LfDy83nq -1-4-0 1-70-13 4-7-5 6-&11 9-5.3 11-0-0 12-8-0 14-0 1-10-13 2-8.8 211-6 2-&8 1-10-13 1-0-0 Scale = 1:23.6 3.91 FI2 US = 4x6 4 5 20 axs = 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 SCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress [nor NO Code FBC2017/rP12014 CS1, TO 0.18 BC 0.23 WB 0.05 Matrix-MSH DEFL in Vert(LL) 0.03 Vert(CT) -0.03 Horz(CT) 0.01 (too) Well Ud 11 >999 240 9-10 >999- 180 7 n/a n(a PLATES GRIP MT20 244/190 Weight: 55 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 as; pudins. 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=560/04-0 Max Horz 2=-78(LC 6) Max Uplift 2=-394(LC 8), 7=-394(LC 8) FORCES. (lb) - Max. ComplMax. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-844/457, 3-4=315/538, 4-5=-764/527, 5-6=315(538, 6-7=-844/457 BOT CHORD 2-12= 363f737, 11-12=-373r736, 10-11=425/764, 9-10=-366/736, 7-9=3511737 NOTES- 1) Unbalanced mot 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=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 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 am 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 load(s) 22 Ib down and 72 lb up at 1-10-13, 34 lb down and 88 lb up at 3-8-0, 78 lb down and 193 Ito up at 4-7-5, 78 Ib down and 193 lb up at 6-8-11, and 34 lb down and 88 b 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, 4 lb down at 3-8-0, 31 lb down at 4-7-5, 31 Ito down at 6-7-7, and 4lb 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 others. 9) In the LOAD CASE(S) section, (Gads 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 (pif) Vert 1-3=-54, 34=-54, 4-5=-54, 5-6=-54, 6-8=-54, 13-16=-20 Concentrated Loads (lb) Vert: 4=-37(B) 5= 37(B) 12=-0(B) ll=-27(B) 10=-27(B) 9= 0(B) 21=4(B) 22=4(B) 6T Joaquin Vela PE No.88182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Bind. Tampa FL 33610 Date: December 17,2019 A WARNING -yedlyEest9n parameters and BEAD NOTES ON TNNSAND MCLUDED ARTEK REFERANCE PA0EAta74TJnn: IcTUAV1S BEFORE USE Design void for use only with M6ek9connectors. lhb design Is based only upon porameters shown, and is for an InclMdual building component not a huss system. Before use. the building designer must verlfy, the oppllcobUty of dedgn parameters and properly Incorporate this design Into me overall bu9tlingdevgn. Bracing Indicated btoprevent Wrung ofIndividual truss web ood/or chord members only. Addltbnaltemporary and permanent bracing MiTek' is always required forstabllity and to prevent collapse with passible person Injury and property damage. Forgeneralguldanceregardmgthe fabricall stooge, delivery, erection and bracing of trusses and runs; systems. seeANSVIPI1 Cuo1By Caloric, DS549 and SCSI Balding Component 69M Parke East Blvtl. Safely Wormationavatoble from Truss Plate ote hb-I6ule. 218 N. Lee street Suite 312 Masi tltlo. VA 22314. Tampa, FL 33610 Job Tess Truss Type Oty Ply LOT 34/2 WATERSTONE / FT PIERCE T78927611 2199126 P07 HIP GIRDER 1 1 Job Reference (optional) Builders FrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 s Dec 6 2019 MTek Industries. Inc. Toe Dec 17 11:53:15 2019 Scale=1:36.9 46 = NAILED 3 410 MT20HS= NAILED NAILED 3x4 = NAILED NAILED Special 18 19 4 20 21 5 _ 8x4 = NAILED 4x6 = 3x4 = NAILED 2x4 II _ 3x6 3><6 Special NAILED NAILED Special LOADING (psQ SPACING- 2-0-0 CSIL DER in (loc) Vdeg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Val (LL) 0.30 8-9 >793 240 MT20 2441190 TCDL 7.0 I Lumber DOL 1.25 BC 0.71 Vert(CT) 0.25 8-9 >976 180 MT20HS 1871143 BCLL 0.0 Rep Stmss Incr NO We 0.50 Horz(CT) -0.09 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 911b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or3-2-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (IWsize) 2=1146/0-4-0, 6=1169/0-0-0 Max Horz 2=-131(LC 6) Max Uplift 2=-1484(LC 8), 6=-1534(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) 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— 8921746,5-8=-324/328 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=25f ; B=45ft; L=40ft; eave=5f1; Cat. II; Exp C; Encl., GCpi=0.16; MW FRS (directional); porch left and right exposed; 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 fora 10.0 pat boffom 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 3-8-0 tall by 2-0-0 vide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=1484,6=1534. 8)'NAILED' indicates 3-1Od (0.148',0) or3-12d (0.148'x3.25') toe -nails per NOS guidlines. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 151 lb down and 383 Ib up at 15-0-0 on top chord, and 87 lb down and 135 lb up at 5-0-0, and 87 lb down and 135 lb 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 buss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pIQ Vert: 1-3=-54, 3-5=-54, 5-7=-54, 12-15=-20 Concentrated Loads (lb) Joaquin Velez PE No.68182 Vert 3= 61(F) 5=-104(F) 11=-65(F) 8=-65(F) 18=-61(F) 19=-01(F) 20=-61(F) 21=-61(F) 22=-38(F) 23=-38(F) 24=-08(F) MTek USA, Inc. FL Cart 6834 25=-38(F) 6993 Parke East Blvd. Tampa FL 33618 Date: December 17,2019 O%ANN1NG-VedlydeelgrperemehrsendAEADN07ES ON TN/SANDMCLUDEDar7EKNEFENANCEPAGE,t 7MmJ 1MUSIZ015BEFONEUaE Design void for use only W M Mirek6connectors. INs design Is based only upon parameters shown and Is form InONldual bullding component not a trusssystem. Before use, the bui ding designer mustverity the opplicaseRty of design paameters and properly Irooryorate this design Into the overall bustling design. Bracing lnclach tl is to prevent buckling of IndMtlual truss web and/or chord members only. Additional temporary and permanent bracing MTek' Is always repuiredfor stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabfication storage. delivery, erection and bracing of trusses and truss systems. se0ANSVIPIb GursOY CSMttu, DSB49 cod eQl building Component 6904 Perko Ent Blvd. Safely Nfarmatbrwolloble from Toss Rate Institute. 218 N. We Street Sutie 312. Alexandra. VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply T18927612 2199126 Poe HIP 1 1 �LOT34/2WATERSTONE/FrPIERGE Job Reference (optional was. as. nrmpource tnam ury, rL1, rram ury, rL- aaob I. a.eau s uec b zwe mi l es mausmes, Inc. me uec T T n:wn T zuTu Scale = 1:36.9 8x10 = 5x8 = 3 18 19 20 214 3x6 = 2x4 II 3x4 = 3x4 = 3x6 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 I SPACING- 2-0-0 Plate Grip DOL 1.25 LumberDOL 1.25 Rep Stress Incr YES Cotle FBC2017/TPI2014 CSI. TC 0.76 BC 0.84 WB 0.16 Matrix -AS DEFL in Ved(LL) 0.33 Ved(CT) 0.28 Horz(CT) -0.04 (loc) Vdefl Ud 9-12 >730 240 9-12 >866 180 5 n/a n/a PLATES GRIP MT20 2441190 Weight: 861b 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. (Ib/size) 2=812/0-4-0, 5=812/0-4-0 Max Horz 2=-172(LC 10) Max Uplift 2=-960(LC 12). 5=-960(LC 12) FORCES. (Ib) -Max CompJMax Ten. -All forces 250 (Ib) 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; It=25ft; B=45ft; L=40ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-4-0 to 2-8-0, Interior(1) 2-84) to 7-", Exlerior(2) 7-0-0 to 12-7-14, Interior(l) 12-7-14 to 13-0-0. Exterior(2) 13-0-0 to 18-7-14, Interior(1) 18-7-14 to 21-4-0 zone; porch left and right exposed;C-C for members and tomes & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This Wes 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-" wide Will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 100 lb uplift at joint(s) except (jt=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 NoBS182 MTek USA, Inc. FL Cod 6634 6904 Parke East Blvd. Tampa FL 33610 Data: December 17,2019 QWARNWG-V.,Wdea/9npafemefc..daEAD NOTES ON TNISANDMCLUDEDMD KREFERANCEPAGEMD-747 .. fe=015BEFOREUSE. Design valid for use only with MTek®connectors. This deslgn is based only upon parameters shown, and B for an lrMMtlual building component not a huss system. Before use, me W ldvg designer must verify the cpplicabtiity of design parameters and Woperly Incorporate this design Into me overall to Odhg design. Bracing Indicated htoprevent bucking oflndMdualthese web and/or chord members only. Adtlmonoltemporary and permanent bracing MiTek' Is always required for slablity and to prevent collopse with poslble personal" and property damage. For general guldonce regardng me fabrication storage, calvary, erection and bracing of husses and buss system& seeANSVrFII Guai6y CrIl DS349 and SCSI Building Component 69M Parke East ON& Safely Informalbmvallabie ham Trs Rate Institute, 218 N. Lee Shoot Suite 312, Alexandria, VA 22314. Tampa. FL W610 4 r D Job Truss Truss Type Oly Ply T18927613 2199126 P09 HIP 1 1 �LOT341/2WATERSTONEIFTPIERGE Job Reference (optional) owmers rmnaource trlam ury, rLl, riam Illy, rc- oaaor, o.aru s uec o m.e run en muwures, r, me ueu .' i _ rage i Iu 4x6 = 4x6 = 4 5 4,B = Sx8 wa= trB = 3x4 = 3x4 = Scale =1:37.2 LOADING (psQ TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017[rP12014 CSI. TC 0.97 BC 0.94 WB 0.37 Matrix -AS DEFL in Vad(LL) 0.54 Vert(CT) 0.45 Horz(CT) -0.03 (loc) Vdefl Ltd 9-17 >448 240 9-17 >538 180 7 n/a 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.t BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/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. CompJMax. Ten. -All tomes 250 (Ib) or less except when shown. TOP CHORD 2-3=-1182/2265, 3-4=-971/2092, 4-5=-824/1893, 5.6=-971/2092, 6-7=-118212265 BOT CHORD 2-11=-1898/1022, 9-1 1=-1507/824,7-9=-1918/1022 WEBS 3-11=-32a/639,4-1 1=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.Opsh, h=25ft; B=45f ; L=40f ; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 2-8-0, Interior(1) 23-0 to 9-0-0, Exterior(2) 9-M to 16-7-14, Interior(1) 16-7-14 to 21-0-0 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 pending. 4) This truss has been designed for a 10.0 pat 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-" 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 Qt=lb) 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 chard. Joaquin Velez PE No.68182 MiTak USA Inc. FL 16634 8904 Parke East Blvd Tampa FL 33610 Date: December 17,2019 O WARNWG-Verily ✓esignpammetenanIREADNOTES ON TN/SAND/NCLUDEOMREK REFERANCEPAGEARsMAInev. 16TY1015eEFONEUSE Design vaikl tot use only with MRek®connectors. fiis design B posed only upon parameters shown, and b for on lndMdual balding component not �r ■■ a truss system. Before use. the buflding designer must verity the opplicobOM of design parameters and propetly Incorporate this design into the overall blAcrogdesign. Bracing lndicafedatobucklingoflndMdualinsswele and/or chord members only. Additional temporary and permanent bracing M1TOIC prevent Is always required for stotAlry and to prevent collapse with possible personal hiLoy and property damage. For general guidance regadmg the 6904 Parke East Blvtl. fabricorion. storage, delNely, erection and bracing of trusses and buss systems. weANSUIPII Cual CrMM, DS349 and 6CSI BuildingComonent Safety Inlormallonavailable from Truss Plate InstiMe. 218 N. Lee Street Suite 312 Alexandria VA 22 14. Temps, FL 33610 Job Truss I]iy Ply LOT 3412 WATERSTONE/FT PIERCE T78927614 2199126 FBI �Tnuss;Type PIGGYBACK 6 1 Job Reference (optional) Builders RmBoume (Plant City, FL), Plant City, FL-33567, 3x4 = 3x6 = 8.240 a Dec 6 2019 MITek Industries, Inc. Tue Dec 1711:53:19 2019 Page l ID:FvYOYY7tUw6rKPjtIHoKXz241 H-vYWkKxgk0oGlowTX5INXKHWybxW pCRF57Sf0y83nk 3x6 = Scale=1:14.8 Plate Offsets (XY)— f2:Edae 0-0-41 13:0-2-0 Edoel.l4:Edae,0-0-4) LOADING (psi) SPACING- 2-" CSI. DEFL in (loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(L-) i - rVa 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.37 Vert(CT) i - Na 999 BCLL 0.0 Rep Stress lncr YES WS 0.00 Holz(CT) 0.00 5 n/a n1a BCDL 10.0 Code FBC2017[TP12014 Mali%-P Weight: 20 lb FT=20% LUMBER - TOP CHORD 2x4 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-" oc bracing. REACTIONS. All bearings 7-4-0. (lb) - Max Harz 1=-58(LC 10) Max Uplift All uplift 100 lb or less atjoint(s) 1, 5 except 2=-211(LC 12), 4=-211(LC 12) Max Gmv All reactions 250 lb or less atjoint(s) 1, 5 except 2=301(LC 17), 4=293(LC 1) FORCES. (Ib) -Max. CompJIvi Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-164/255, 3A=-164/255 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=6N; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterkii zone;C-C for members and forces 8 MWFRS 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 fora 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 2-0-0 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 joints) 1, 5 except Qti 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.66182 R'Tek USA, Inc. FL Cad 6634 61 Parke East Blvd. Tampa FL 33610 Date: December 17,2019 O WARNING- Vedly destgapenensi and READ NOTES ON THIS AND INCLUDED MUSK REFERANCE PAGE Nei ne, 14032016 BEFORE USE Design valid for use only with Mnekla connei lhk design N based only upon parameters shown, and Is for an Individual building not ��- truss, a trsystem. Before due, me bustling designer must verify me oppllcobuty of design parameters and properly incorporate ins design Into me overall building design Bracing Indicated is to prevent bucWhg of Individual truss web and/or chord members only. Additional temporary and permanent bracing WOW Is aways regulmd for stability and to present collapse wim possible personal Injury and property damage. For general guidonceregording me fabn erection and storage. delivery. erectioand bracng of Mai and fuss systems WAN3VIPil Quality Crtledo, D3549 and BCSI Building Component 69a4 Parke East BNtl. Safety anformalbnovoJobie from Truse Rate InstiMe, 218 N. lee Sheet. Sulte 312. Alexandra. VA 22314. Tampa, FL 33610 Job Thus Truss Type Oty Ply LOT34/2 WATERSTONE/FT PIERCE T7892]615 2199126 PB2 Piggyback 2 1 Job Relererrz lional Builders RrstSource (Plant City, FL), Plant City, FL - 33567, 8.240 S. Dec 6 2019 MTek Industries, Inc. Tue Dec 17 11:53:20 2019 Page 1 ID:FvYOYY7tUw6rKPjtlHoKKr241H.NIV4ygySVXW7NyVg5pOc3Yggb7JMYehPKnBDPJy83nj 247A 5.4-0 7-4-0 3-4-0 I 2-0-0 6.00 12 3x4 = 3x4 = 3.4 = 3x4 = Scala =1:15.1 LOADING (psf) SPACING- 2-0-0 CS]. DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) n/a - n/a 999 MT20 2441190 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 FBC20171TPI2014 Matrix-R Weight: 19 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 9-9-9 oc bracing. REACTIONS. (lb/size) 1=-6777-4-0, 6=-6717-4-0, 2=310174-0, 5=31017-4-0 Max Horz 1=-29(LC 10) Max Uplift 1=-105(LC 3), 6=-105(LC 3), 2=-140(LC 9), 5=-136(LC 8) Max Gmv 1=2(LC 9). 2=313(LC 21), 5=313(LC 22) FORCES. (lb) - Max. CompJMax. Ten. -All tomes 250 (lb) or less except when shown. TOP CHORD 2-3=-274/496, 34= 233/460, 4-5=-274/496 BOT CHORD 2-5=-364/233 NOTES- 1) Unbalanced mot 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; Exp C; Encl., GCpi=0.I S; MWFRS (directional) and C-C Extedor(2) zone;C-C for members and fames 8 MWFRS 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 bearing. 5) This truss has been designed for a 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint(s) except (jt=lb) 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 No.68182 8h7ek USA, Inc. FL Cart 6634 6904 Parke last Blvd. Tampa FL 33610 Date: December 17,2019 Q WARNMO.Vedfxdesienperamefarsend REAONO]ES ON MMANOMCLUOEOMREKREFERANCEPAGEM614"my Iae3Q0150FF0REUSE Design valid for use only with MTek®connectors. Thh desgn Is based only upon parameters shown, and Is for on IndNidual buliding component, not a Muss system. Before use, me buiding designer must verity the opplicabtity, of deSgn parameters and properly incorporate this design into the overall burdig design. Bracing Indicated 6 to buckling IndNldual truss web and/or chord members only. Additional temporary end permanent brodng MiTek' prevent of Is always requaeol for stcbflHy all to prevent collopse with partible personal IdM and properly damage. For general guidance regarding me ParkaEast BNd. 6904 Palle Ent 13 fabrin catiostorage, delivery, erection and bmcNg of trusses and Muss; ms systeseeANSVIPl1 Quality Criteria. D35419 and SCSI Building Component Safety Infaenatbfnvallabie from Truss Rate Institute, 218 N. Lee Sheet. Suite 312 Alexandria, VA 22314.WGIO Tempe, Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are Indicated. Dimensions are in ft-In-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0 �/ldr LLt For; or 4 x 2 orientation, locate plates 0-1na from outside edge of Truss. This symbol Indicates the required direction of slots in connector plates. Plate location detaBs available In MOek 20/20 soltwore 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. Indicates location where bearings (supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown Is for crushing only. Industry Standards: ANSI/TPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide To Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System I 6-4-8 I dimensions shown fitssixteenths t (Drawings not to scale) JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311,ESR-1352,ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 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 mm W1 6 MiTeka MiTek Engineering Reference Sheet: Mll-7473 rev. 10103/2015 ® 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 on 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/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and In all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ff. spacing, or less, If no ceiling Is Installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless Indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria.