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HomeMy WebLinkAboutTrussrF D 81 ENOINEERINO ASBOOIATES May 21, 2020 Building Department 249 Maitland. Avenue, Suite 3000 Altamonte Springs, Florida 32701 P: (321)972-0491 1 F: (321)972-0484 1 E: info@fdseng.com Website: www.fdseng.com Ref: Adams Homes Lot: Lot 31 Blk 2 Subdivision: Fort Pierce - Waterstone Address: 8108 Amalfi Or. Model: 2265 A LHG 3CF KA # 20-3503 Truss Company: Builders. First Source Date of drawings: 5/19/20 Job No.: 2349440 Wind Speed: 160 Exposure: C Truss Engineer: Walter P. Finn To whom it may concern, We have reviewed the truss design package for the project referenced above. This truss package complies with the original design intent and the underlying structure will accommodate all indicated loads. We approve the truss package without comment based upon the truss layout and truss profiles supplied to us by the Truss Company with truss profiles sealed by the Truss Engineer. Please note, this review is only for general conformance with the design concept of the project. Contractor or sub -contractor is responsible for matching all structural components and details shown in the construction documents. Contractor or sub -contractor is also responsiblefor 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, 111111111 rh PABLC s'��i No F 864 . CP `^ t 4 5/21/2020 m''. �T Carl A. Brown, P.E. Li is PP. (1 +, orrees,31. : ��� Todd M. Bom, P.E. FL. # 56126 FL. 1## 870 % 4..' FL. # 82126 "Doing Business with a S 54icedNpis6l and an Eye AhE COP � liddol p,4pd�_�..■ ■lid■® - _ _�� _ _ . _ _ �_ _ _ Ilium IPAP III■� ®�t■ U31 L'1 rare ..e._s. . . s.... i _... S■ S'�GJ•� ♦ 'Lt e P 1 • vi.'e ten. — �,•i! Ci ■'®_\ `�I�dkYLS __ CONNECTORS SCHEDULE ROOF TRUSS QT ID. MODEL ROOF UPLIFT SYM 0 1 A- CU524/ JUS24 895 / 835 490 /510 1 Is' 6 A HTU26 / THD26 3600 / 3470 1555 / 2336 +u 0 B HTU28 / THD28- 4680 / 5040 2140 / 2330 ALB 0 C HTU26-2 / T4026.2 3600 / 3355 2175 / 2340 J L 6 D HTU28.2 / THD28.2 4680 / 5005 3485 12595 10 0 E HGUS26-2 / THDH26.2 532015245 2155 / 2340. Jle 0 F HGUS28-2 / THDH28.2 7460 18026 3235 / 3330 J IF 0 G HGUS26-3 / THDH263 5230 / 5245 2155 / 2340 J w 0 H HGUS28-3 / THOH28-3 7460I 7835.. 3235 / 4370 11 J w 0 J THASR-1-29 / 9100 ( 8990 4095 / 4370 11 J W 28 1 1 3X 8NOP ID RenewM andApprotad ❑Rev'xead Remlr®i ❑ Reviewed wdW Honestm ❑ Not ltevieuel(set etplamtim) ... H. oreo®em mademiomp^mr rutsaaeacor shopdmwmpv,;slag dureview.do t Vevc os only fiom av iiae mt6.t9mR®t+af ;the concept nit epet 5uti®a Tina herb 0 only fa. review o[ g®d mvfxmrore wuh We concept of the projecr ®d genial mmptiauu wuh the'm[waaem prm m We csaaact dw�u. The, mmx+rau re�o>iabb brioaf Bath tmtl"m,et09mvudesa id�euvmS.xkmnB fibureveu pieresa ed tchcyrca -ef armm,eLoq tomd"metpp hia,wah.wvV ttiat o[ e0 odc aadea and pvfw®g his dart m a se(e.®d siristaelmy ®me IDS ENGINEERING ASSOCIATES Dew 05111820 ST.. Submnml Nn: PryectNa, 20.3503 Po, IhgcJN� da xamn-€k iivice- Let3Q@y2. TOLL: 20 PSF TOLL 0PSF TCDL 07 PSF TOOL 10 PSF BCDL: 10 PSF BCOL• 6 PSF TOTAL 37 PSF TOTAL 65 PSF DURATION: 1.0 DURATION: 1.00 Most B. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By Dab_ CAUTION M GO. NOT ATTEMPT TO ERECT TRUSSES WITHOUT. REFERRING TO THE ENGINEERING DRAWINGS AND BSCHI SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. V.. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharge , Will Not Ba Accepted Regardless of Fault Wnhout Prior Notification By Customer Within M Hours And Investigation By Benicia. First Soume, NO EXECPTIONS.. The Gorsoxi Contradorls Responsible . For AD Connections Other Than Tms , to Truss, Gablo Shear Wait And Connections. Temporary and Pormanant Bracing, And Ceiling And 'Roof Diaphragm Connections, ROOF PITCH: U12 CEILING PITCH, W12 TOP CHORD SIDE:. 2X4 SOTTOM CHORD SIDE: 2 X 4 OVERHANG LENGTH: (S- END CUT: Plumb CANTILEVEIU — TRUSS SPACING: 2V BUILDING CODE: F012017 BEARING HEIGHT SCHEDULE Hatch Legend 71'-4- BRG HGR =8'-0- BRG HGHT 10'-0' ERG HG147 . BUILDER:' Adams Homes PROJECT: Single Family MODEL 2265 A 3C ADDRESS: 8108 AMALFI CIR LOT/BLOCK 31@' SUBDIVISION: WATERSTONE CITY: FORT PIERCE DRAWNBY. ItC 3ANCNE2 JOB•: 12MeM0 _ DATE 0511=020 SCALE: HIS PLAN DATE 1 2020 REVISIONS: 1. 2 l 4. 6 Frst.Soume MOB Airport Road Pram City, FL 33583 Ph. (813)30&1300 Fax (813) 30&1301 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 2349440 - LOT 31/2 WATERSTONE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Adams Homes Port St Lucie Project Name: 2349440 Model: 2265 bakpa, FL 33610-4115 Lot/Block: 31/2 Subdivision: Waterstone-St Lucie County Address: 8108 Amalfi Circle, . City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.2 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 54 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. Seal# Truss Name Date No. Seal# Truss Name Date 1 T20255015 A 5/19/20 15 T20255029 C3 5119/20 2 T20255016 A2 5/19120 16 T20255030 C3S 5/19/20 3 T20255017 A4 5/19/20 17 T20255031 C3V 5/19/20 4 T20255018 B7 5/19/20 18 T20255032 C5 5/19/20 5 T20255019 B9 5/19/20 19 T20255033 C5V 5/19/20 6 T20255020 B11 5/19/20 20 T20255034 D7 5/19120 7 T20255021 B13 5/19/20 21 T20255035 D9 5/19120 8 T20255022 B15 5/19/20 22 T20255036 D11 5119/20 9 T20255023 B17 5/19/20 23 T20255037 D13 5/19120 10 T20255024 B19 5/19/20 24 T20255038 D15 5/19/20 11 T20255025 B21 5/19/20 25 T20255039 D17 5/19/20 12 T20255026 C1 5/19120 26 T20255040 D19 5/19/20 13 T20255027 C1S 5/19/20 27 T20255041 D21 5/19/20 14 T20255028 C1V 5/19120 28 T20255042 E3 5/19/20 This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Plant City, FL). Truss Design Engineer's Name: Finn, Walter My license renewal date for the state of Florida is February 28, 2021. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and property incorporate these designs into the overall building design per ANSIrrPI 1, Chapter 2. F 19,2020 Finn, Walter 1 of RE: 2349440 - LOT 31/2 WATERSTONE MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Site Information: Customer Info: Adams Homes Port St Lucie Project Name: 2349440 Model: 2265 A 3C Lot/Block: 31/2 Subdivision: Waterstone-St Lucie County Address: 8108 Amalfi Circle,. City: Fort Pierce State: FL No. Seal# Truss Name Date 29 T20255043 E5 5119/20 30 T20255044 E7 5/19/20 31 T20255045 E7G 5/19/20 32 T20255046 E7S 5/19/20 33 T20255047 E7V 5/19120 34 T20255048 E22 5/19/20 35 T20255049 FG 5/19/20 36 T20255050 G7 5/19/20 37 T20255051 G9 5/19/20 38 T20255052 G11 5/19/20 39 T20255053 G13 5/19/20 40 T20255054 G15 5/19/20 41 T20255055 G17 5/19/20 42 T20255056 G19 5119/20 43 T20255057 GGE 5/19/20 44 T20255058 H3 5/19/20 45 T20255059 H5 5/19/20 46 T20255060 H7 5/19/20 47 T20255061 H7V 5/19/20 48 T20255062 K01 5/19/20 49 T20255063 K02 5/19/20 50 T20255064 M 5/19/20 51 T20255065 M3 5/19/20 52 T20255066 PB 5/19/20 53 T20255067 PB1 5/19/20 54 T20255068 R2 5119/20 2 of 2 Job Truss Truss Type Qty, Ply LOT31a WATERSTONE T20255015 234WO A Piggyback Base Truss 5 1 _ Job Reference (optional) ousuers ruaccourco tnan[ r ny, r,), r,nu, ury, 11 --.1. 5x6 i 5 6.00 12y 2x4 3 1.5x8STP25 2 0iT- 8-11-0 18 3.6 i 6x8 — YV 5 Mar U lead MI I UK InOIl5R1e5, Inc. Ills May le 14:41:41, LULU ID:6gDIOH2OVegl NklsxoNemzyuULB-OYNk6rFojEN8eXRS22FOEg7RmuyCuMAogsyld: 5xll = 5x6 = 627 728 16 31 15 32 14 33 13 34 12 3x4 = 4.6 = 3xe — 3a6 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in foc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.43 18-21 >244 240 TCDL TO Lumber DOL 1.25 BC 0.87 Vert(CT) 0.3218-21 >333 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(CT) 0.05 10 Na Na BCDL 10.0 Code FBC2017/TPI2014 Matriz-AS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2'Except' BOT CHORD 10-13,13-15: 2x4 SP No.1 WEBS WEBS 20 SP No.3 REACTIONS. (size) 2=0-e-0, 10=0-7-8, 18=0-3-0 Max Horz 2=376(LC 11) Max Uplift 2=-444(LC 12), 10=-672(LC 12), 18=-838(LC 12) Max Gmv 2=391(LC 21), 10=1385(LC 18), 18=1634(LC 17) FORCES. (III -Max. Comp./Max. Ten. -All forces 250(I1h) or less except when shown. TOP CHORD 2-3=381/382, 3.4=-306/357, 4-5=-271/335, 5-6=-1403/984, 6-7=-1358/1008, 7-8=-1549/1022, 8-9=-2225/1256, 9-10=-2408/1307 BOT CHORD _ 2-18=3501244, 16-17=-510/1178, 14-16=412/1245, 12-14=-788/1692, 10-12=-1033/2094 WEBS 5-17=-1781/809,5-16=0/344, 6-14=-94/426, 7-14=-216/447, 8-14=-656/475, 8-12=-143/493,9-12=-332/297, 17-18=-1502/646,3-18=-318/453 2x4 9 Scale=1:80.5 1.5x8 STP = 30 �1 olr IN 3x6 = PLATES GRIP MT20 244/190 Weight: 234 lb FT=20% Structural wood sheathing directly applied. Rigid ceiling directly applied. 1 Row at midpt 5-17, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf, BCDL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cal. 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 21-0-0, Extenor(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Extenor(2) 25-8.0 to 29-10-15, Interior(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces S, 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 110 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-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Ionia) except (jt=lb) 2=444, 10=672, 18=838. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. WaOei P: FinhPE No.tiel9; MiTek UsAj Gc,FL Col :6804f1zrke East Biv'11:Tampa FL338t0, Belo: May 19,2020 A wmKI- VeriJytlesrgnperanalenaMREAD NOTES ON TWSAND INCLUDED MITEXREFERENCEPAGEMIIJ473rev, 10,0312015BEFOREUSE ass�e' Design valid (or use oniylvith Unrest,mnnedom. This des, is based only upon parameters shear, and a foran Individual building mmponent not ebusssystem. Bases use, me building deaigner must vedfythe aypricebility ofdra esign pameters and properly inmlporats Nis design Into the overall buiidingdesign BmdngindiwtedisbpremtbuMingofInd'fdualousvvreben&ord,oMmembemonly. Addilamitempma andpermanentbradW rek _ MOW Is always ragulred hr stability end b p,event mIlaWe vnN possible personal murvand property damage. Forgenerel guidance rage ding mes retreads, manage, delivery, erection and bracing ofbussas bad bass systems. see ANSI/Till Quality Criteria, DSB49 and SCSI leading Component Sa/efylnrwma0on available fmm Tess Plate Inafteds, 218 N. Lee Street Suite 312. Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, R U610 Job Truss Truss Type Ory, Ply LOT31/2WATERSTONE T2025501fi 2349440 A2 Piggyback Base Truss 1 1 J h Reference (Pf 0 ammers rimaource trlanl-iny, hy, roam ury. FL - esobl, 6.2405 Mar 92020 MiTek Industries, Inc. Tue 12:31:382020 Scale =1:80.5 Sx6 = 6.00 12 5.6 = 528 629 1A and = US 11 US fi-106 7-zzr4 1" 1 25-8-0 33-7-0 42-0-6 42 7rb 1 6-10-6 0-3- 4�1 to-2a 1 zns n �r= Plate Offsets (X Y)- It, 0-3-12 0-3-01 f5'0-3-8 0-2-41 16'0-3-00-2-01 f8'0-3-0 0-3-01 f9'0-M Edg 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) War Lid PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.74 Vert(LL) 0.23 17-20 >353 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(CT) -0.5813-15 >735 180 BCLL 0.0 Rep Stress Inner YES WB 0.76 Horz(CT) 0.09 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2301b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SP No.2*Except* 9-12,12-14: 2x4 SP NP.1 WEBS 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 4-16, 5-13 REACTIONS. (size) 2=0-8-0, 9-0-4-0, 17=0-3-8 Max Horz 2=376(LC 11) Max Uplift 2=-338(LC 12), 9=-701(LC 12), 17=-842(LC 12) Max Grav 2=301(LC 21), 9=1456(LC 18), 17=1660(LC 17) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-365/380, 3-4=-272/294, 4-5=1738/1104, 5-0=-1441/1049, 6-7=-1644/1069, 7-0=-2237/1256, 8-9=-2402/1297 BOTCHORD 15-16=683/1657, 13-15=-470/1419, 11-13=-810/1740, 9-11=-1009/2065 WEBS 4-16=-2028/872, 4-15=-81/281, 5-15=-134/394, 5-13=-86/337, 6-13=244/514, 7-13=613/454, 7-11=-93/404, 8-11=-259/250, i6-17=1668/909, 3-16=-402/433 NOTES- 11 Unbalanced mof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=i60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=151t; B=45ft; L=24ft; eavil Cat. II; Exp q Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4.0 to 1-8-0, 1menor(1) 1-8-0 to 21-041, Extedor(2) 21-M to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2) 25-8-0 to 29-10-15, Interior(() 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adegdate drainage to prevent water pond ling. 4) This truss has been designed fora 10.0 par 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=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 10016 uplift at joints) except fit -lb) 2=338,9=701,17=842, 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lap chord and 1/2" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P: Finn PENu.72839: MiTek USA, Ilic FL'Ced 6834'., 44904Parke East BIvd:Tafi aF] MID Date May 19,2020 ALYARNING- Ven(ydeslgo Psramelmsand RE/IDNOTES ON TI SANDINCLUDWMNENREFERENCEPAGEMU-743 rev. 1003,1e156EPORE USE ' Design valid for use onlywith MTeM connectors. This design Is based only upon paremeters shown, and is for an individual building component, rot a buss system. Before use, the building designer must vedfy Me applicability of tlesgn parametem and properly ry incoamte Nia design Into the avarall buildingdoegn. BmangindiwledisbpmventbucWingoflndMdualtruuweban&orchoNmemba only. A6diaonaltempararyand pe,manenduad,g is allays required ent or stability and to prevcollapse with possible personal inNry and limited damage. Forgeneralguidanceregardingthe MiTek' assetemssee ANSUTPlf Qualify Cnfena, OSB-89 andBC5l BuiMing Component fabdralioo,abrege, tlmoulab,eban Truse bracing Institute. and Lee Sehylnl aeon ava,lablo fiom Tmss PWte lnag6de, 21a N. Lea Street Suite 312, Aleundda, VA 22314. 6904 Parks East EW. Tampa, 9-36610 Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T20255017 2349440 A4 PIGGYBACK BASE TRUSS 1 1 Job Reference (optional) Builders FirstScurce (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 92020MiTek Inc. Tue May 1912:31 AO 2020 Scale=1:86.3 Sind = 6.00 12 5x6 — 530 631 21 LO 3x6 0 &4 II 13 12 11 3x6 = 3x6 II gait II 2x4 _ 6x8 = 2x4 II I 6-06Z 12-1%-0 ' 21-0-0 28-0-0 2&10-0 36-1-0 42-0d 6-0-0 6 6-]a-Jfl ]dn I Plate Offsets (X Y)-- f4:0-0-0 0-3-41 f5:0-3-8 0-2-41 f6:0-M 0-2-01 f8:0," 0-3-01 f9-0-2-15 0-2-01 f14 0-2-8 0-241 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ([cc) Vdefl L/dFPLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Vert(LL) -0.22 15-16 >999 240 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.3715-16 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.79 Horz(CT) 0.14 11 nla n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS 75 lb . FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 *Except' 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING- TOPCHORD BOTCHORD WEBS JOINTS REACTIONS. (size) 2=0-8-0, 21=03-0, 11=0-0-8 Max Horz 2=486(LC 11) Max Uplift 2=-355(LC 12), 21=766(LC 12), 11=-739(LC 12) Max Gmv 2=266(LC 21), 21=1634(LC 17), 11=1438(LC 1) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) orless except when shown. TOP CHORD 2-3=-490/431, 3-4=-1979/1115, 45=-1649/1065, 5.6=-1387/1064, 6-7=-1911/1355, 7-8=-1933/1162,8-9=-2457/1316, 9-11=-1381/992 BOT CHORD 16-18=-824/1828, 15-16=-523/1412, 14-15=-1031/2144, 7-15=353/422 WEBS 3-18=836/1831, 4-16=403/320, 5-16=-114/429, 6-15=-494/857, 8-15=-579/381, 9-14=4 01 8/2D79,19-21=-1638/935, 3-19=45821964 Strvctuml wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 5-9-0 cc bracing: 14-15 6-0-0 cc bringing: 7-15 1 Row at midpt 4-16, 6-16 1 Bruce at Jt(s): 14 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuR=160mph (3second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=151t; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Intedor(1) 1-8-0 to 21-0-0, Exterior(2) 21-0-0 to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterior(2) 25-8-0to 29-10-15, Interior(l) 29-10-15 to 44-0-0 zone; end vertical right exposed; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (g=lb) 2=355,21=766,11=739. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. NlaRei'K Finn PE lkfe]2i NiTak USA,1Se: FL Cad SO-U -. .6904 Parke Eiet Blvd.Tampi FLA361U'. bate: May 19,2020 ®WARNING-Verdydesignra amNenandREADNO7ESONMISANDINCLUDEDMREKREFERENCEPAGEM11.7473rev.Imatool6BEFOREUSE. Desgn valid far use rnlywiu Mi7aW mnnecfon: This design is based say upon parameters show. and u far an individual building mmponent, act �• a truss system. Before use, the building designermust verify the applisabiaty of deegn parameters and properly insoryore[ethls design Into the overall buiidingdesign. BmdngindicatedistopreventbuchlingofindiAdualbussweband/or MoMmembersonly. AdditonaltemporaryandpeimanentbmdM rrr MOW" always reryired stability and to prevent collapse with passible Personal injuryand propm arlydaage. Forgeneml guidance regarding the fabrication, storage, delivery, erection and bracing oftrusses and truss aystems,see ANSI?Prf Quality Crgerla, W849 anal Bugaing Component Sa7elylnrwmegon available firm Truss Plate Insb ute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. 6904 Paste East Blvd. Tampa, FL U610 Job Truss Truss Type oty Ply LOT 31/2 WATERSTONE T20255018 2349440 B7 HIPTRUSS 1 a1 L Job Reference (optional) Cancers rirstsource tFiam city, VL), tam Illy. rL-osool, lady Ia I Z.0i.0 I zuzu rage I ID:6gDIOH2OVegiNklsxoNemzyuULBSRnPGzOOBrGOxg4KRh1XL E_Ux23v8y?Hh4begzExFs 1-f-0 1oa 7-ao 13s£ IPX: 2 V2 3.-" 3M12-12 sP1-11 ]9 0 4z-1177 aa8-0 -40 1Pa Yz-1z 6se 65G 63-s 65-s aSa z-10-1s a 137 1be 4g SAO 12 4.6 = 5x8 = B42 43 44 9 d 58 59 13 60 4x6 = Sx12 = 20 45 46 79 fJ 48 49 5017 51 52 53 5416 55 56 57 15 4x6 = 3x6 3x8M720HS = 5xB = 46 = 3x6 II 3.50 112 2x4 II FS1:ie 5x8 = 27 28 5 29 2x4 II Sx6 Scale=1:84.8 2x4 = 10 1.5x8 STP = d IQ m 1112 1opo' 4x6 c LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Gnp DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2017ITP12014 C51. TC 0.72 BC 0.98 WB 0.84 Math! DEFL. Ved(LL) Ved(CT) HoR(CT) in (loc) Udefl Ltd 0.29 17-19 >999 240 -0.4417-19 >914 180 0.10 15 rda n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 470111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 cc rights.. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied or 3-5-6 cc bracing. 8-15: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0.8-0, 15=0-3-0, 11=0-8-0 Max Hoe 2=-154(LC 6) Max Uplift 2=-1001(LC 8), 15=-1453(LC 8), l l=-403(LC 8) Max Gmv 2=2307(LC 1), 15=3691(LC i), 11=814(LC 1) FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4560/1833, 3-4=-4415/1765, 45=-3994/1646, 5-6=-5495/2330, 6-7=5518/2348, 7-8=5760/1653, 8-9=144/468, 9-10=-2146/684, 10-11=-2329/872 BOT CHORD 2-20=-1510/4029, 19-20=-2097/5559, 17-19=-2097/5559, 16-17=-1447/3826, 14-15=3466/1410, 8-14=-2638/1271, 13-14=-456/2266, 11-13=-678/2220 WEBS 3-20=261/140, 4.20=-419/1479, 5-20=-1797/797, 5-19=0/462, 6-17=642/503, 7-17=752/1933,7-16=-1606/914,8-16=-1691/4400,9-13=-98/1132, 10-13=-463/219, 9-14=2804/772 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at G-9-0 cc. Bottom chards Connected as follows: 2x4-1 raw at 0-8-0 cc. Webs connected as follows: 2x4 -1 row at 0-9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to This item has been ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. electronically Signed and 3) Unbalanced roof live loads have been considered for this design. Sealed by Finn, Walter, PE 4) Wind: ASCE 7-10; VuR=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=1511; B=4511; L=24ft; eave=6ft; Cat. using a Digital Signature. Flip C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 Printed Copies of this 5) Provide adequate drainage to prevent water pending. 6) All plates are MT20 plates unless otherwise indicated. document are not Considered 7) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. signed and Sealed and the 8)' This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide signature must be verified will fit between the bottom chord and any other members. on any electronic copies. 9) Bearing atjoint(s) 11 considers parallel to grain value using ANS17TPI 1 angle to gmin formula. Building designer should very P: flriA PE �.R839; capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)Except at=lb) W21tei MTekUSA; IncFt Cad 6834 �6904 Perko East Bled: Tempi FL 31810 2=1001, 15=1453, 11=403. Debt. May 19,2020 �onfinued an once 2 AWARNING-Verity dasignparamfenaMREAO NOTES ON TNISAND INCLUDED MITEKREFERENCEPAGE 111II.7473mr, 1N032015 BEFORE USE Design valid per use onlywitF Mill connectors. This Eedgn is based only upon parameters shown, and is for an Indtvidual building mmporu M not a truss system. Before use, the building designer at verify to applicability ooedgn parameters and peppery incorporate are design into Meanest builbngdesign. BradrM indicated is to prevent budding or individual trussweb amber chord members only. Additional temporary and permanentbracing MiTeW isalwaya uiredforsUbiliyandtopreventcollaps Ww pmsiblepemonalinluyandpmpertydamage. Forgeneralguidanteregardirg Me fabdcofpn. atorsge,delivery. erection and bracing of trusses and truce systems, see ANSgrWf Quality Criteria, OSB-69 and SCSI Building Component 8904 Podia East BIM. Safalyfrommespan available fmm Truss Plate Initial, 218 N. Lee Street Suite 312, Alexandria, VA 22314. Tampa, R M610 Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T20255018 2349440 B7 HIP TRUSS 1 Job Reference (ootionall dMICh re rlrluJource (clan City, FLl. rant ldty, rt - JJtbl, 5.240 s Mar 9 2020 MiTek Industnes, Inc. Tue May 19 12:31:51 2020 Page 2 NOTES- 10:6gDlDH2OVegl NklsxcNemzyuULS-SRnPGzODBrGOxg4KRh1XLrE Ux23v8Y?Hh4begzExFs 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 125 lb down and 100 lb up at 7-0-0, 87111 down and 108 Ib up at 9-0-12, 8716 down and 108 lb up at 11-0-12, 87 Ib down and 1081b up at 13-0-12, 871b down and 108 Ib up at 15-0-12, 871b down and 10816 up at 17-0-12, 87 lb down and 108 lb up at 19-0-12, 87 lb down and 108 lb up at 21-0-12, 871b down and 108 lb up at 23-0-12, 87 lb down and 108 lb up at 23-7.4, 87 lb down and 108 lb up at 25-7-4, 87 lb down and 108 Ib up at 27-7-4. 871b dawn and 108 lb up at 29-7-4, 87 lb down and 108 lb up at 31-7-4, 115 lb down and 118 lb up at 35-7-4, and 115 lb down and 118 lb up at 37-7-4, and 179 lb down and 1981b up at 39.8-0 on top chord, and 36416 dawn and 85 lb up at 7-0-0, 65 lb down at 9-0-12, 65 lb down at 11-0-12, 65 lb down at 13-0-12, 651b down at 15-0-12, 65 lb down at 17-0-12, 65 lb down at 19-0-12, 65 lb dawn at 21-0-12, 65 lb down at 23-0-12, 65 Ib down at 23-7-4, 65 lb down at 25-7-4, 65 it, down at 27-74, 65 lb down at 29-7-4. 65 lb down at 31-74, 121 lb down and 11311a up at 33-7-8, 8311, down at 35-7-4, and 83 lb down at 37-74, and 424 lb down and 72 lb up at 39-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-54, 4-9=-54,9-12=-54, 15-21=-20, 13-14=20, 13-24=-20 Concentrated Loads (Ib) Vert: 4=-125(F) 15=-121(F)20=-364(F)9=179(F)27=-87(F)28=-87(F)29=-87(F)30=-87(F)31=-87(F)33=-87(F)34=-87(F)35=-87(F)36=-87(F)37=-87(F) 38=-87(F)40=-87(F)41=-87(F)43=-115(F)44=-115(F)45=-40(F)46=-40(F)47=-40(F)48=-40(F)49=-40(F)50=-40(F)51=-40(F)52=-40(F)53=-40(F)54=-40(F) 55=-40(F) 56=-40(F) 57=-40(F) 58=-61(F) 59=-61(F) 60=424(F) ®WARNING-Vedlydealgnpmendaters and READ NOTES ON THIS AND INCLUDED MREKREFERENCE PAGE MIFI413my f"3A?Of5BEFORE USE • Otago solid for use onlYest], Mh7dW connectors. This design at based only upon parameters shown, ands for an Individual build'mg component, net a truss system. Before use, the building designer must verity Me applimbility of design pammetem and properly inmrporm, this design !me the overall bulldingdeogn. Bracing indicated is W invent bucking of individual truss web anNor chord members only. Addibonaltemporenyandomucartbracbg is MiTek' olwaya egWredfar Stability and W prevent collapse veth possible personal Njury and property damage. Forge ralguldencaregardiig Me fabncatim, storage, delivery, eredlon and bracingaftnesses and trusssystems,see ANSI/Talf Duality Condit, DSB49 and SCSI Building Competent Selefylotmenadon evaUable from Truss Plate Institute,218 N. Lee Street Suite 312, Alewndda, VA 4314. 6904 Parke East BIM. Tampa, FL U610 Job Truss Truss Type Oty Ply LOT 3112WATERSTONE T20255019 2349440 B9 HIPTRUSS 1 7 Jab Reference o 8onal Oulleers FRRSOUIce (Pant Glty, FL), Plant Glty, FL-33bbf. See = 6.00 12 4 2x4 C 3 5x8 STP — 26 2 h.L 5 Mar U LULU MI I eK IneUSlnes, Inc. I Us May l U I L:JI:bd LU(U Scale-1:94.8 5x8 = 5x6 = 3x4 = 5x6 = 5 29 8 30 731 8 2x4 = 9 32 1.5x8 STP = ryo �46�-- 33 d 12 10 4 IQ 5x6 =ca it 1 19 18 17 16 15 14 4x6 = 3x8 = 3x8 = 3x8 = 3x6 = 6x8 = 3.50 12 4x6 2x4 II 9-0-0 1]-3-1 25.6-2 339-0 39-1-11 46.8-0 Plate Offsets (X,Y)— f4:0-4-0,0-2-81, I5:0-4-0.0-3-01 16:0-3-0,0-3-41 f8;0-M 0-2-01 f10:0-1-0Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.22 17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 SC 0.84 Vert(CT) -0.3315-17 >999 180 BCLL 0.0 ' Rep Stress [net YES WE 0.89 Holz(CT) 0.11 14 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 235 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP N0.2 *Except* 7-14: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 10=0-8-0, 14=0-3-0 Max Horz 2=191(LC 11) Max Uplift 2=-664(LC 12), 10=335(1_C 12), 14=-748(LC 12) Max Gray 2=1297(LC 21), 10=525(LC 18), 14=1808(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-19, 5-15, 6-14 FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-2311/1478, 3-4=-2067/1300, 4-5=-1824/1256, 5-0=-1646/1175, 8-9=-746/447, 9AO=-1215/873 BOT CHORD 2-19=-118912041, 17-19=-1195/2306, 15-17=-1195/2306, 14-15=-818/1629, 13-14=-761/509, 7-13=-370/364, 12-13=-74/324, 10-12=-707/1090 WEBS 3-19=316/330,4-19=-213/600,5-19=-650/378, 5-17=0/313, 5-15=-761/426, 6-15=107/609, 6-14=-1973/1073, 8-13=-629/366, 8-12=-159/533, 9-12=-457/517 NOTES- 1) Unbalanced mod live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C EMerior(2)-1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 9-0-0, Exte iof(2) 9-0-0 to 13-2-15, Interior(1) 13-2-15 to 37-8-0, Extedor(2) 37-M to 41-10-15, Interior(1) 41-10-15 to 48-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water policing. 4) This truss has been designed fora 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) Bearing at jolnt(s) 10 considers parallel to grain value using ANSI/TP11 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (jl=1b) 2=664,10=335,14=748. 8) This truss design requires that minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wager P: FinrtPE No22839.- MiTak USA; li FL Cut SW - Si Paths Eeat Blvd:TampaTL 33810 b5tn: ' May 19,2020 A walsafl - VerHydaalgnparemearaand READNOITS ON THIIl"DINCLUDEDM?ERREFERENCE PAGE WA7473nv. IM3,201519EPoRE USE seese DesMn valid far use only With MITaW connectom. This design is based only upon parametem shown. and is for an Individual building component not �s- a trussayetem. Before use, the building designer must verify the applicability of design parameter¢ and properly Incorporate We design into Vleconall buadingdoslgn. Bmcir indicatedistopmv ntbucblingofindNidual"wmbanNorMardmembemonly. Additional temporary and permanentbraemg MiTek' Is tosses required! for stability and to prevent coaapse with poealble personal injury and prepeM damage. For general guidance regarding Ne fabrication, sarage,delivery.enecdonand bracingofbesneaentlbuassystema, see ANSWIVI quai CHAda, DS889 and SCSI Suiding Component 691 Padua East Blvd. Sehylahmma8an avanable bom Trues Plate in.tWta, 218 N. Lae St.t, S ate 312. Alexandd., VA U314. Tampa, 6L M610 Job as Truss Type Cry Ply LOT 1112 WATERSTONE T20255020 2349440 B11 HIP TRUSS 1 1 Job Reference (optional) builders rlrstsource(FRnt ury, ry, Field Ury, rL- saabl, SxB 6.00 't-2- 4 Ca 1 2x4 II 28 29 30 5 b.z4u a Mar v ZV4u MI Iex m0usmes, but. lust May l91z:31:41 2U2U Sea = 3x4 II Safi = 6 31 32 7 8 4z6 = 2x4 II 3x6 = 3z8 3x8 = 2x4 II 6x8 = 4x6 3x8 = 3.50 12 5-9< 11-0-0 18-0-3 266-5i 33-9d 355-0 341-11 46.8-0 Scale=1:84.6 TP = 4 10 Ca w Plate Offsets (X,Y)— 14:0-6-0,0-2-81. 16:0-2-12,0-3-41. 18:0-M,0-2-71 [10:0-1-0Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.17 16-18 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.2816-18 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.87 Hoa(CT) 0.09 13 We me BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 245 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2'Except' 7-13: 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (size) 10=0-8-0, 2=0-8-0, 13=0-3-0 Max Holz 2=223(LC 11) Max Uplift 10=-225(LC 12), 2=-662(LC 12), 13=-761(LC 12) Max Gray 10=458(LC 18), 2=1315(LC 17), 13=1817(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpl 6-13 FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2353/1388, 3-4=-1921/1224, 4-5=-1858/1299, 5-0=-1858/1299, 8-9=-812/537, 9-10=1182/809 BOT CHORD 2-19=1167/2197, 18-19=-1167/2197, 16-18=-847/1775, 14-16=-662/1409, 13-14=665/1402, 12-13=-770/517, 7-12=-369/353, 10-11=-672/1058 WEBS 3-18=494/368, 4-18=-102/430,4.16=-195/379,5-16=-4201420, 6-16=-370/664, 6-14=0/342,6-13=-1791/945,8-12=-432/287,9-11=-418/456,8-11=-383/801 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.apsf; h=15ft; B=4511; L=24ft; eave=6ft; Cat. II; Ecp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenol(2)-1-4-0 to 1-8-0, Intedor(1) 1-8-0 to 11-0-0, Exterior(2) 11-0-0 to 15-2-15, Intedor(() 15-2-15 to 35-7-9, Exterior(2) 35-7-9 to 39-10-8, Interior(() 39-10-8 to 46.8-0 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 cording. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurtent 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, with BCDL = 10.0psf. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSIrrPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 10=225, 2=662, 13=761. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. WalteiP. Finn PE N622639; i,11Tek USA;TncFL Cod 6e34 . $604.Pairs East BIyd:Tamp i FL 9161U: Use. May 19,2020 ®WARNING- Venry design parameters andREAO NOTES ON MIS MD INCLUDED MREiC REFERENCE PAGE MO.7473 mr.'"1R0f5BEFOREUSE Design valid for use onlyWM MTek®mnnecbrs. This design is baeed only upon parameter: shown, and is for an individual building mmponend, net a truss system. Bebreuse, the building designer must verily Me applicabst ofc1segnparameters and properly inemmate Misdesign into rearrested building design. Strong indicated isbpreventbucbingoflndivldualWms b amber chord members only. Adduonaltemposeryand permanambracm, MiTek' is always reamed! br stabilayand to prevent cullapae wiM passible personal injury and property damage. Forgeneelguidonsoegardingthe Libertarian, serrate, delivery, erection and bracing aftrusses and truss systems, see ANSWPIf quality Cllede,DSB-09 and SCSI Suild/ng Component 6904 Parke East Blvd. Sarolylnfmmadon available Bom Tmss Plate lnstibts,218 N. Lee Strest,, suite 312, Alexandria, VA M314. Tampa,FL U610 Job Truss Truss Type oty Ply LOT31/2WATERSTONE T20255021 2349440 B13 Hip 1 1 Jab Reference (Optional) Builders FestBaurce (Plant City. FL), Plant City, FL- 33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 12:31:42 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuUL&Dik?NvJZJ47HMSubPJMOTxMWJ3916r CoPdghzrxG? 13-0-0 1l-11-0 264-12 335-0 3g-1-11 464-0 -0-0 6-93 6-2-12 6-11, 6-9-8 6-11d 5-511 7-6-5 Scale=1:86.2 6.00 12 51 = Sx6 = Side = 10xl6 MT20H3 4x6 = 2x4 II 3a8 Us = 3x8 = 308 = 3x6 = 4x6 II 4x6 c 3.50 12 6-9-0 13-0-0 i 19-11-0 2li - 2 33-7-12 33- 4 39-1-11 464-1 l 6-9-4 6-2-12 6-11i 6-9-B 6-11-0 0-1- 2 5-0-3 7-6-5 Plate Offsets (X,Y)— t3:0-3-00-3-01 t4:0-6-0 0-2-81 t5:0-3-0 03-01 17:1-1-7 0-2-91 t9:0-1-0 Ednel t11:0-2-40-2-01 112:Edge 0-3-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.13 14-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Ved(CT) -0.2314-16 >999 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress [nor YES We 0.73 HOR(CT) 0.07 12 Na n/a BCDL 10.0 Corte FBC20171TPI2014 Matrix -AS Weight: 258 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 *Except* BOT CHORD Rigid ceiling directly applied. 7-12: 2x4 SP No.3 WEBS. 1 Row at midpt 4-14, &11 WEBS 2x4 SP No.3 REACTIONS. (size) 9=0-8-0, 2=0-8-0, 12=033 Max Ho¢ 2=260(LC 11) Max Uplift 9=-155(LC 12), 2=-636(LC 12), 12=358(LC 12) Max Grant 9=314(LC 18), 2=1273(LC 17), 12=2015(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 23=-2215/1277, 3-0=-1673/1083, 4-5=-1404/1046, 5-6=-1404/1046, 6-7=-90/567, 7-8=-218/692, 8-9=338/211 BOT CHORD 2-18=-1053/2092, 16-18=-1055/2089, 14-16=-675/1557, 13-14=-334/867, 11-02=-1951/1157, 7-11=-570/424, 9-10=-172/288 WEBS 3-18=0/268, 3-16=-620/437, 4-16=-130/499,5-14=-391/391, 6-14=-438/829, 11-13=-360/893, 6-11=-1588/936, 8-11=-856/561, 8-10=01316 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.Opsf, h=15ft; 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(l) 1-8-0 to 13-0-0, Exterior(2) 13-0-0 to 17-2-15, Interior(1)17-2-15 to 33-8-0, Extedor(2) 33-M to 37-10-15, Interior(1) 37-10-15 to 46-8-0 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. This Item has been 4) All plates are MT20 plates unless otherwise indicated. electronically Signed and 5) The Fabrication Tolerance at joint 7 =16 % Sealed by Finn, Walter, PE 6) This truss has been designed fora 10.0 psf bottom chord live load nenconcumentwith any other live loads. a using a �191ta1 Signature. 7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. Printed Copies Of this 8) Bearing atjoint(s) 9 considers parallel to grain value using ANSITrPl 1 angle to grain formula. Building designer should verify document are not Considered capacity of bearing surface. signed and sealed and the 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100In uplift atjoint(s) except Ot=lb) signature must be verified 9=155, 2=636, 12=858. 10) Thistruss design requires that a minimum of 7/16" structural wood sheathing be applied direct) to the to chord and 1/2" 9 q 9 PP Y P gypsum On an electronic copies. Y P sheetrock be applied directly to the bottom chord. Walbr P: Fmb FE9iid26W MiT4 Ine:Fi;Cedirp'a _ Parke .Data: alf4f Eert Blvd:Tamp`a F(i 3381U:. Data: May 19,2020 ®WARNING -Verily design pammmere xxNEAO NOTES ON MIS AND INCLUDED 6117EKREFERENCE PAGE Wh7473 on, 10/012015BEWREUSE Desgo valid for use onlywilh MT.M ixameclons. This design is based only upon pammetem shown, and is for an Individual building mmponen4 rot ��- a buss system. Beforeuse, Me building designer must verify Me applicability of design parameters and property inwryoratathis design intta the overall buildingdesign. Bmcing indicated is to pmvembuckling ofindividual moss web and/or shoal member only. Additional temporary andpimeentbmtlrg MiTek' is always anuired for stability and ta prevent colepeearh assails personal Injury and and property damage. Forgeneralgualanceregamirg Me fandoafn,storage,newer, erection and bras of Uusses and truce elaborate, see ANSWPH Quality Criteria, DS649 and BLS! Building Component 6904 Parke East Blvd. Safety/n/ abon available Man Trues Plow lns6Nte.218 N. Lea Stri Suite 312, Alexandra, VA 22314. Tampa.R U610 Job Truss Truss Type Oty Ply LOT31/2WATERSTONE T20255022 2349440 B15 HIP TRUSS 1 1 Job Reference a clonal ounaeia rin taource tram Illy, I-L), rlanr Idly, rL - laical, 2x4 Q 3 1.5x8 STP — 26 8-10-0 2 ca 3x6 = 6.00 12 5x6 i 27 4 5 6 3x4 = 17 6x8 = Sx8 = Sx8 = 6 28 6 15 33 14 13 3x4 = 3x6 = 3x8 = b.z4u a Mar id2UZU MIIeK Industries, Inc. Tue egi NkisxoNemzyuULB-94slnaLgm07c12_WjPt 31-8-0 V-9 8-0-0 I 3-0-9 5x8 = 29 30 31 7 2x4 // 8 32 12 3411 3x6 = 3x4 5-2-12 84L9 8-tl-0 15-0-0 23.4-0 31-8-0 q1-5-0 5i-J n 1912:31:442020 Pagel Style =1:76.5 4x6 -- 9\4x6 Q \ 10 d VV1LddPP 9 4x12 l Plate Offsets (X Y)— 12:0-6-0 0-0-61 14'0-m 0-3-01 15:0-5-8 0-2-41 16'0-4-00-3-01 D'0-6-0 0-2-81 110:0-7-12 Ed 1 llB:0-3-8 0-3-01 LOADING ups) SPACING- 2-0-0 cSL DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.66 Vert(LL) 0.28 18-25 >375 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.91 Vert(CT) 0.2018-25 >511 180 BCLL 0.0 Rep Stress lncr YES WB 0.91 Horz(CT) 0.05 10 n/a rVa BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 220 to FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 `Except* 4-18: 2x4 SP No.3 WEBS 2x4 SP No.3 SLIDER Right 2x6 SP No.2 3-6-10 REACTIONS. (size) 10=1ldlechanical, 2=0-8-0, 18=0-M Max Harz 2=249(LC 11) Max Uplift 10=-549(LC 12), 2=-418(LC 12), 18=-841(LC 12) Max Grev 10=1214(LC 18), 2=389(LC 21), 18=1547(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. Except: 2-2-0 oc bracing: 16-18 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-300/429, 3-4=-103/278, 4-5=-1359/926, 5-6=1837/1311, 6-7=-1837/1311, 7-8=-1728/1152, 8-10=-1836/1204 BOTCHORD 2-18=-440/246, 16-18=-1411/700,4-16=1357/731, 13-15=-618/1139, 11-13=-79V1534, 10-11=939/1577 WEBS 4-15=442/1247, 5-15=-258/249, 5-13=.495/890, 6-13=-510/503, 7-13=-274/472, 7-11=-31/338, 3-18=271/357 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exit 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 15-0-0, Exledor(2)15-0-0 to 19-2-15, Intermit) 19-2-15 to 31-8-0, Extedor(2) 31-8-0 to 35-10-15, Interior(1) 35-10-15 to 41-5-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pontling. 4) This truss has been designed fora 10.0 fast bottom chord live load nonconcumant 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except Qt=1b) 10=549,2=418,18=841. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the Signature must be verified on any electronic copies. Welter P: F-Inn PE Ko3tW9: Ninek USA'; InePLCed"_. :69114 Parka East Blvd:TalhpaFh 8381U:. Ozle:. May 19,2020 ®WARNING - Well design parameters arts READ NOTES ON THIS AND INCLUDED MITEI(REFERENCE PAGE MO.7479 rev. 1=3I20ISSEFOREUSE asesse Desgn valid for use only with MITek® connectors. India design is based only upon parameters shown, and is for an individual building compared, not ��' a muss system. Before use, Me building designer must vedly to ayplicabitilyof design responsesand pperly incoryodde this design into Me ovea0 buddingdeslgn. among indicated is to prevent budding of Individual buss web anther chats members only. Additional temporary and permanent Meeting is elesys requiredcol (arstabiliy and to prevent lapse wits possible personal inluy and propedydamage. For general guidance resorting Me MiTek' fabrication, storage, delivery, erection and bracing of agents and truss systems, ass MS19MI Quality Cr/feria, DSB419 end BCBI Building Component Saretylnformatim, availablefmmTmsePlatelnsMute,218N.Lee Street,Suite312,Naxandda.VA22314. 6904 Parke East Blvd. Tampa, FL U610 Job Truss Truss Type Oly Ply LOT 31/2 WATERSTONE T20255023 2349440 B17 Hip Truss 1 1 Job Reference (optional( Builders FirslSource (Plant City, FL), Plant City, FL-3W67, 8.240 s Mar 92020 MITek Industries, Inc. WAY451115bYPriU Scale=1:79.1 6.00 12 3x6 � 6x8 = SA 2x4 II 5x8 = 5 24 6 2526 27 7 6-2-12 8-8-0 8-11-0 17-0-0 23-0-0 29-8-0 36-1-2 41-5-0 5-2-12 3-5d 0- 0 171 6-0-0 19 6-62 8-3-14 Plate Offsets(X,Y)— r2:0-2-9,0-1-81,14:0-0-0,0-3-41,f5:05-B4O-2-41. V:05-B4O-2-41,110:0-4-8,0-1-81.f15:0-4-0,0-3-01.118:0-3-8,0-3-01 LOADING (pso SPACING. 2-" CSI. DEFL. in (loc) Utter L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.69 Vert(LL) 0.43 18-21 >242 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.71 Vert(CT) 0.3218-21 >327 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 Horz(CT) 0.04 10 Na me BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 2321b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2.4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 18=0-3-0, 10=Mechanical Max Horz 2=285(LC 11) Max Uplift 2=-373(LC 12), 18=-895(LC 12), 10=534(LC 12) Max Gmv 2=368(LC 21), 18=1568(LC 1), 10=1220(LC 18) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-292/230, 3-4=222/260, 4.5=1394/865, 5-6=-1493/1092, 6-7=-1493/1092, 7-8=-1651/1051, 8-9=-1894/1097, 9-10=-1161/733 BOT CHORD 2-18=-263/181, 14-15=532/1195, 12-14=-675/1391, 11-12=-914/1637 WEBS 4-15=-524/1181, 5-15=-152/255, 5-14=-326/563, 6-14=373/346, 7-14=-114/273, 7-12=.45/357, 8-12=313/269, 9-11=-816/1429, 16-18=1454/830, 4-16=-1389/872, 3-18=-235/337 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=15ftt B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 1-8-0, Interior(1) 1-8-0 to 17-0-0, Exteror(2) 17-0-0 to 21-2-15, Interior(1) 21-2-15 to 29-8-U, Exterior(2) 29-M to 33-10-15, Inledor(1) 33-10-15 to 41-3-4 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jl=lb) 2=373,18=895.10=534. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaltiFP: FInnPE N6.T2830 Mnek U9Ai(nc.FLCed6634._ _ 16804Parkc East BIvB:Tampi PL31410, bate: May 19,2020 ®WARNING- Vad1ydesign parameMseMREAD NOTES ON MSANDINCLUDEDMTERREFERENCEPAGEMII-7473r . 10rd,1,2015BEFOREUSE seenee Design valid far use onlywilh Mmeld0conneaprs. nia dcogn is based only upon parameters shown, and unman individual building component not ��• a muss system. Before use, the building designer must wnfy the applicability of dmgn parameMs and property incorporate Mis design into the overall buildingdesign. Bracing Ndicatedisbpme ntbucWingofindividual mussweband/archord membersonly. Additonal temporary and permmnertbraarg MiTek' always required for stability and b prevent collapse vine possible personal lni and pmpedy damage. Forgeneral guidance regarding Me famention,storage, deli lery, erection and bracing of Wawa and muss systems. see ANSITPH Ouai Critedia, Diand BCsl Building Component 6904 Parke East Blvd. Saferylnrwma ton available from Truss Plate Institute. 218 N. Lee Street Suite 312. Alexandria, VA 2231C Tampa. FL W610 Job mssType cry Ply 1OT3112WATERSTONET20255024 TBmlgss 2349440 HIPTRUSS 1 1 Job Reference (optional) Builders FirslSource(Plant City, FL), Plant City, FL-33567, 8140 s Mar 9 2020 MiTek Inc. Tue May 19 12:31:46 2020 scale =1:79.1 6.00 12 5x8 = Us 23 24 7 �6 l 3x6 i 6.8 = &t t-0 52-12 1B-&e a104 1940 2]bd aY-C.tR 01-Sri sznz ad 13 ao- z tatd aAd ealz 7dA l o0-12 Plate Offsets (X.Y)— (2:0-2-9 0-1-8t 14:0-M 03-01 r6:05-00-2-01 17:03-0 0-2-71 (9:Edge 0-1-121 f10:04-8 0-1-8j 112:0-2-12 0-3-0j 117:0-3-8 0-3-01 LOADING (part SPACING- 2-" CSI. DEFL. in (Joe) Udell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.42 17-20 >248 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.6214-15 >628 180 BCLL 0.0 ' Rep Stress her YES WB 0.64 Horz(CT) 0.04 10 n/a rda BCDL 10.0 Code FBC2017lTP12014 Matrin-AS Weight: 229 lb FT=20Y LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 13-15: 2x4 SP No.1 WEBS 2x4 SP No.3 eExcepP 6-12: 2x4 SP No.2 BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-15,6-12 REACTIONS. (size) 2=0-8-0, 17=0-3-0, 10=Mechanical Max Horz 2=322(LC 11) Max Uplift 2=395(LC 12), 17=-867(LC 12), 10=-540(LC 12) Max Grav 2=387(LC 21), 17=1544(LC 1), 10=1204(LC 18) FORCES. (Iht- Max. Comp./Max. Ten. -All tomes 250(I1b) or less except when shown. TOP CHORD 23=-340/297, 3-4=-252/282, 5-6=-1371/917, 6-7=-1312/1024, 7-8=-1530/1019, 8-9=-1893/1093, 9-10=-1128/751 BOT CHORD 2-17=343/235, 14-15=-559/1004, 12-14=521/1220, 11-12=379/1621, 10-11=-254/360 WEBS - 5-15=-14951848, 5-14=0/370, 6-14=01267, 6-12=-162/279, 7-12=35/366, 8-12=-439/332, 9-11=-699/1290, 15-17=-1392/712, 3-17=-304/437 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=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0 to "-Or Intedor(7)1-8-0 to 19-0-0, Exterior(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Extenor(2) 27-8-0 to 31-10-15. Interiti 31-10-15 to 4134 zone; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 par 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 2-01 wide will Td between the bottom chord and any other members, with BCDL = IO.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 100 lb uplift at joint(s) except Qt=1b) 2=395,17=867,10=540. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Waite(P. FuMPE Ne32838, M1Tak11SA; Iric:PC Ce1t6634 16904 Parke Ezet BIVC: Tampa FL 33618 bate_:. May 19,2020 ®WARNING-Ventydeslgnparamatersa,MREADNOTES ONTNISANDINCLUDEDM/ KREFERENCEPAWMU-7473are, l"1i015BEASREUSE assess Design valid for use only WM MTeI® con trorurs. The design is based only upon parameters sheen, and is for an Individual building component col ��' at ... carbon, Before use, Me building designer must verify Me applicability of design parameters and properly incorporate this design into Me overall buildingdesign. Bracing indicated is to areventbuciding ofirdividual truss warb anclor chroad! members only. Addiionaltemporeryand permaientbmcing MiTek' La always required for stability and to Prevent collapsev4M possible personal injury and pmpedy damage ForgenemlgMdanceregarding Me rubricator. storage. delivery. erection and bracing ofauccss and buss systems, see ANSIgrRif Duality Cffteria, DSS. and SCSI Balding Component 6904 Pala East Blvd. Saretylnl a6on available from Trans Plate Institute 218 N. Lee Street Suite 312, Ascending, VA 22314. Tampa, FL 36610 Job Truss Type Qty, Ply LOT 31/2WATERSTONET20255025 2349440 TI'M21's Hip Truss 1 1 Job Reference o Oonal Builders FirstSource (Plant City, FL), Plant City. FL-33567. 8.240 s Mar 92020 Nuek Industries, Inc. Tue d1 b Sea = _ 6.CC 12 5 6 627 728 3.6 G 6x6 = 52-12 { 8-10-0 8-1,-0 17ti-9 2543-0 33-]-0 42-7-8 52-72 3-7-8 0-0-12 8-7-9 8-1-7 7-11-0 12:31:482020 Scale=1:77.4 10 1It Y Plate Offsets (X,Y)— 12:0-2-9 0-1-81 15:0-4-00-3-01 16:0-3-8 0-2-41 r7:0-3-00-2-01 19:0-3-0 03-01 f18:0-3-80-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Vert(ILL) 0.42 18-21 >249 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.31 18-21 >338 180 BCLL 0.0 Rep Stress lncr YES WB 0.84 Horz(CT) 0.06 10 n/a n1a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 232 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP ND.3 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1Row at midpt 5-16.6-15 REACTIONS. (size) 2=0-8-0, 10=0-7-8, 18=03-0 Max Horz 2=371(LC 11) Max Uplift 2=-114(LC 12), 10=565(LC 12), 18=-869(LC 12) Max Gmv 2=388(LC 21), 10=1304(LC 18), 18=1602(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 23=-375/343, 34=300/336, 4-5=-264/315, 5-6=-1422/955, 6-7=-1324/1013, 7-8=-1512/1028, 8-9=-2221/1276, 9-1 O=2406/1339 BOT CHORD 2-18=347i239, 15-16=580/1123, 13-15=-477/1226, 11-13=-820/1672, 10-11=-1075/2100 WEBS 5-16=1689/898,5-15=0/325, 6-13=-118/371,7-13=-221/432, 8-13--675/474, 8-11=-1801531, 9-11=-341/338, 16-18=-1465/691, 3-18=314/449 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=511; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0to 1-8-0, Interior(1)1-8-0 to 21-0-0, Exterior(2) 21-M to 25-2-15, Interior(1) 25-2-15 to 25-8-0, Exterion(2) 25-8-0 to 29-10-15, Interior(1) 29-10-15 to 42-7-B zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 Pat bottom chord live load noncuncument 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, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=414, 10=565, 18=869. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheemock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P7finnPEiN'o]2619'. MTdk USA;1nd:TLCrA 6611 :66p4J'arbe 6zct BIvd:TampaFO W 67D:. Dale_: May 19,2020 ®WARNING-VedlydesignperemerersendREADNOTESONTHIS AND INCLUDEDMITERREFERENCEPAGEMQ)47]rax 14,03I2015BEPOREUSE Design valid for use ordi MTek® connedpre. This design is based onty upon parameters dream, and is for an individual building component, not ��• a truss system. Same use, Me building designer must venfy the appliwbilityof desgn parameters and properly inwrpordteffus design Into Pe overaa buildingdesign. Bmdng indicated! is to rusevent lhuWirq of Individual trusetemb and/or drom! members only. Additional temporary and nummanentbradrg MiTek' a always requ'ved testability and to prevent collapse with pev iWe personal injury and properly damage. Forgenemi guidan m "coming Me fabnwuon, storage, dtlivery, erection and bracing of Wsaw antl truss systems, sea AN51?PIf Gualily Lnteda, OSBA9 and BLSl Building Lemponenf 6904 Palos East Blvd. Satefyln/ alien available hem Tmse Plate lnsaMe,218 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qty Ply T20255026 2349440 C1 JACK-OPENTRUSS 15 1 �LOT3112WATERSTONE Job Reference (options]) Builders Icrusource(Plan City, FL), Plant City, FL-33567, 8.240 6 Mar 9 2020 MITek Industries. Inc. rue May 19 12:31:53 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJTBypv Q-Opv9gfSTjSWkB8EjY63?QGKS5IyGNF81k?ZiiZzExFq 0-tt-0 0-11-0 Scale =1:T6 Plate Offsets(XY)— j2:0-1-40-0.21 LOADING (End) SPACING- 2-M CSI. DEFL. in (loc) Odeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 5 -999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress lncr YES WE 0.00 Horz(CT) 0.00 4 n/a Na BCDL 10.0 Cade FBC2017frPI2014 Mahix-MP Weight: 516 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horc 2=79(LC 12) Max Uplift 3=-3(LC 1), 2=194(LC 12), 4=45(LC 1) Max Grav 3=21(LC 12), 2=158(LC 1), 4=45(LC 12) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (to) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pudins. SOT CHORD Rigid ceiling directly applied or 10-0-0 on; bracing. NOTES- 1) Wind: ASCE 7-10; Vult-160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eavii Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 1GA psf bottom chord live load nonconcunent with any other live loads. 3) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001In uplift at joint(s) 3, 4 except (jt=lb) 2=194. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. W916i Klilm PE l7o]2819: PXTA USA;IndrL CBQ 96-X ;6904Belke Eaet slvd:Tampaf h 3iil5 Data: May 19,2020 ® WARNING -Vedy design Para oa aed RE40 NOTES ON TIDS AND INCLUDED MITEK REFERENCE PA GE MII-1aTG nv. 14103r2015 BEFORE USE Case valid her use only vine MiTeW connectors. This des gn is based only upon parameters shown, and to for an individual building component, rot a buss system. Before use, the building designer must vent' the applimhlliy of design parameters and property incorporate this design Into Me overall buildingdesign. BmdnhdiwtediabpmvntbudingeflndividualWssvbanNorchoNmembersunly. Additlonal temporary and permanennbracing MITek' s always required for stability and to prevent collapse With possible personal injury and property damage.. For general guidance regarding the fabrication, starege,delivery, erection and bracing oftueaes and truss systems. see ANSUFPN Quality Criteria, MB49 and BCS1 Building Component 69M Padre East Blvd. Sarelyher ailon available firm Truss Plate Institute,218 N. Lee Steel, Suite 312, Alexandria, VA 22314. Tampa,R W610 Job Truss Tuss Type Oty Ply LOT 3112 WATERSTONE T20255027 2349440 C1S JACK-0PENTRUSS 1 1 Job Reference o tional Builders Fi ssource (Plant City, FL), Plant City, 1-1.-J3b5/. a.4vu spar V ram Na.en lnausvles, Inc. we may or tas ran <am rage I ID:ZYc6AOGNbVAfFo43ovpJT9ypv QO OTXu?T5Umeaolpv6gaEyTsgX91y6iOSzfJFE?zExFp 0.11-4 0-114 Scale =1:6.9 2x4 = 1.5x8 STP = LOADING (psf) SPACING- 2-0-0 Cal. DEFL. in (too) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.03 Vert(L) -0.00 1 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.00 2 Na rda BCDL 10.0 Code FBC2017rrP12014 Matnx-P Weight: 3 Its FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or0-11-4 Go purling. SOT CHORD 2.4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 1=0-8-0, 3=Mechanical, 2=Mechanical Max Hom 1=27(LC 12) Max Uplift 1=-6(LC 12), 2=-27(LC 12) Max Grav 1=32(LC 1), 3=17(LC 3), 2=27(LC 17) 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.Opsf; h=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Corner(3) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable studs spaced at 2-0-0 Do. 4) This truss has been designed for a 10.0 Oaf 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-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. W attar P., Finn PE Nii3293B' NTak USAF lhi .TL Ced 6634 •, 6064Parks East Blvtl Tampa FG9381U. Data May 19,2020 ® WARNING -Venryalesignparzmeten and READ NOTES ONTINS AND INCLUDED MfrexREFERENCE PAGE MB4O3rev. 10,0140f5BEFORE USE Design valid for use me ywith MlTeldB anneMrs. This design Is based only upon parameters shown, and is for an Ndmidual building ammonium, net a teas system. Date. use, the building designer must verify the appli sAnnity of design paremetare and pmpedy ince,porate this design Inb me overall building cadge. Brach, Indicated is to prevent beading of Individual buss web saber dmrd members only. Atldimnal temporary and remained bradrg KWIC Is; slat senuired farstabiliti roprevent allapeawithpassible personal injury and prapeM damage. Rrgenemiguldanceregardirgthe fabrinYon, storage, delivery, ere Lion and bracing of manse and buss systems, sea ANSUlP11 Duality Criteria, DSB-89 said BCSI Building Component 69W Parka East Blvd. Sahtylnrwma0an available tram Tmss Plate lnagate,218 N. Lee Spread, Suite 312. Alexandra, VA M314. Tampa. FL W610 Job Truss Truss Type Oty Ply LOT 31/2WATERSTONE T20255028 2349440 ly JACK -OPEN TRUSS 2 1 Job Reference o tional Builders FestSource (Plant City, FL), Plant City, FL- 33567. 8.240 a Mar 9 202U Mi tax Industries. Inc. rue May 19 12:31:55 2U20 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-KCOv5LTjF3mROS05gX5TVhPoa2ekr9ebCJ2pnRzExFo -0-0 0-114 1-0-0 0-11-0 Scele =1:7.6 9 I4 Plate Offsets(X,Y)— 12:0-1-13,0-0-81 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (lac) /deft Lld PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) 0.00 7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Hom(CT) 0.00 2 rda n/a BCDL 10.0 Code FBC2017/TPI2014 Manx -MP Weight: 5 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=79(LC 12) Max Uplift 3=-0(LC 9), 2=-178(LC 12), 4=14(LC 1) Max Grant 3=15(LC 12), 2=158(LC 1). 4=35(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or0-11-4 oc pudins. BOTCHORD Rigid ceiling directly applied or 6-0-0oc bracing. NOTES. 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psh h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 by2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using AN51/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3, 4 except (jt=lb) 2=178. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WallasK FlbhflE Nb.i Ni MTek USA; tdc.FL,COTI6S-34 , , :004Parke East BNd.Tempa FL33816. Date. I May 19,2020 ®WARNING. Verilyd eolaarametersand READ NOTES ON THISAND INCLUDED MITEKREFERENCEPAGEMII-7473rev. 100120150EWRE USE aaaaa Design valid for use m,ywith MTaW mnnwMm. This design is based oNyupon paarnmem shown, and B for an individual building mmpanem, not �� a Wss system. Before use, Me building designer must verify Me applicability of design paametere and properlylnmryorole this design Into the overall bulldingdeser.Bacing indicated is to prevent buckling of individual truss web andlor tlmfd members only. Additlonal temporary and permanent baling WOW u aWaya required far stability and W prevent cn0apse vAh possible peronal injury and pm,nady damage. For general guidance regarding the fabncation,storage. delivery,erectionand bracing cleanses and buss systems. see ANSWPII Duality Criteria,D.SB-89 and BCS/ Building Component 6904 Parke East Blvd. Saletylnforma6'on avadablefmm Tmss Pletelnstl ,218N.Lee Sffeet.Suite312,Alemndna,VA22314. Tampa, FL 36610 TrussTruss Type Qty Ply LOT 31/2WATERSTONET20255029 F13494 40 C3 JACK -OPEN TRUSS 9 1 Jab Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 12:31:56 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-pOaIJhULONul2bzlDFci2uyzKyz9aUQzoMJt &Fn 2-114 2.1/4 Scale=1:12.7 Plate Oftsets(X,Y)— 12:0-1-4,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0.00 4-7 >999 240 MT20 2441190 TCDL 7.0 LumberDOL 1.25 BC 0.09 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 rua n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP Weight 12 Ib FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=132(LC 12) Max Uplift 3=52(LC 12), 2=-154(LC 12) . Max Greg 3=68(LC 17). 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-114 oc puriins. 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; TCOL=4.2psf; BCDL=6opsf; h=15ft; B=45ft; L=24fl; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-8-0, Interior(1) 1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 get bottom chord live load nonconcurrent with any other We 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) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable ofwAhstanding 100 lb uplift at joint(s) 3 except at --lb) 2=154. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller Pi Finn PE t7D12236; 6fiTet UBAIno.FL CadG]A , :6904PelkeEastBlyd.71nna FL33610. Dae_ May 19,2020 ® WARNING -VedlydaslgnparametersantlREAD NOTES ON THIS AND INCLUDEDMITEKREFERENCEPAGE NP747Jrev.I""Ur5BEFOREUSE Design valid far use only.M Mlrek®oarrar ors. This desgn is based only own parameters shown, and for an NEividual building component rot a truss ayalem. Before use, Me building designer must verily Me appliosh ity of design parameters and properly ines"rate this design into Me overall buildingdesign.Bred,glndirWdistopreventbudingofindNidualWwwbanNoracHmembelsanly. Additional temporary and parranenl bmdrg MiTek' is always required for stability and to pleventoolapse won possible personal injury and pmpeMdamage. For general guidance regarding Me fabdcation,storage, MAvery,erec6on and braztrusm ing of trusses end s systems, see ANSI/(Pill Qualfly Criteria,m DSBA9 and BCSI Building Component SIdowlnr.a6'on avaJable fmm Tmss Plate Institute, 218N. Lee Street Suite 312. Alexandda. VA 22314. 6904 Pa4ce East BW, Tampa, FL 36610 Job Truss Truss Type City Ply LOT 31/2 WATERSTONE T20255030 2349440 C3S JACK -OPEN TRUSS 1 1 Jab Reference o tional Builders FlrslSource (Plant City, FL). Plant City, FL-33557. 2x4 = a,w s mar V ram ml I e6 mausonce, Inc. 1 ue may IV 1Cs CJo ram rage l ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-pOaIJhULONul2bzlDFci2uy_LyyEac00zoMJI ExFn Scale: 1-=l, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) 0.01 3.6 V999 240 MT20 2441190 TCOL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 3-6 -999 180 BCLL 0.0 ' Rep Stress her YES WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 9lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=Mechanical, 2=Mechanical, 3=Mechanical Max Ho¢ 1=77(LC 12) Max Uplift 1=-27(LC 12), 2=-05(LC 12), 3=-3(LC 12) Max Grav 1=106(LC 17), 2=76(LC 17), 3=51(LC 3) FORCES. (lb) -Max. CompJMax.Ten. -All tomes 250(I1h) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 cc Turing. GOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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-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 100 lb uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WoltarP: Finn PE ffcal839; Well USA',lri FL Cod 683E :6604Paika East 6lvd.TaapaFL366/9: b_5h_c May 19,2020 ®WARNING-Vedydes/gn paranrelerzaMREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MX7473 mv. 100=0158E70REUSE assess Desgn valid ror use osly MM MTeW mnnesom. Tf is desgn is based oNy upon parameters shown, and Moron individual building wmponent not �`� I_ a truss syatemM . Before use, e building designer must vedy Ibe applioxbiflty of design parameters and pmpedy inmryoretathis design info g1e overall bvildingdesign. Bradrgindicatedisto pmvertbuci,fng ofindividual Wssweb anclorchordmembem only. AddiEpomml analtemryandpeaneatbrad,g MiTek Is sAaya moored for stabJiy and Is prevent collapse MN possible personal injury and pmpedy damage. Forgenemlguidanceregardingthe fatdwrmn,sWmge,ddivery,ereaonandbracingof Wss mdWeasysteme,see ANSWRIOualily Ddlala,DSB-89aad BCMBWIding Component Good Parke East BIM. Safetylnfmma6on ava0ablefmm Tmaa Plate Inst,218N.Leastreet,Suite312.Alewndda,VA22314. Tampa. FL U610 Job Truss Truss Type Oty Ply RSTONE T20255031 2349440 C3V JACK-OPENTRUSS 2 ptional) Builders FlrstSource(Plant City, FL), Plant City, FL-33567, 3x4 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 1912:31:57 2020 Page 1 ID:6gDI0H2OVegl NkisxoNemzyuULB-Ha8gWlVmhO9flYUny7xa6U84MJBJ37ufdXwKzExFm Scale = 1:12.7 Plate Offsets(X,Y)— (2:0-1-13,0-0-81 LOADING (ps1) SPACING- 2-0-0 CSI. DEFL. in (loc) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25- BC 0.10 Verf(OT) -0.01 4-7 >999 180 - BCLL 0.0 a Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 3 Ida n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 12111 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=132(LC 12) Max Uplift 3=57(LC 12), 2=-145(LC 12) Max Grav 3=70(LC 17), 2=195(LC 1), 4=49(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or2-11-4 no pudins. BOT CHORD Rigid ceiling directly applied or 10-M Do bracing. NOTES. 1) Wind: ASCE 7-10; VuH=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft; B=4511; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ectedor(2) -1-4-0 to 1-8-0, Interior(1)1-8-0 to 2-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 3 except (jt=lb) 2=145. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. walwi Pi Finn PE No1E919' MITek Lli bi FL'Ced6134,. , :6904Pike East Bivd: Tampa FL 338t6: Oate: May 19,2020 Awildri - VerirydasrgnparametersandAZEADNOTES ON THIS AND INCLUDED M?EKREFEBENCE PAGE fap7a3ay. fabYtafSBEpoi USE. sesee Design said for use only with Mlrews connectors. Tibia design is based only upon parametem shown, and is for an Individual building component, not �e a truss system. sabre, use, the building designer must verify the epptiwblliy of design parameters and propi ima,mi to this design into the .,.If buildingdeaign. Brady indicated is to preventbuckling of individual hose web mayor choul members only. Additional temporary and permanent bmang MOW always regaledfar stability and to prevent collapse v4th possible personal injury and properly remains, Forgeneralguidamon,ardingtlm fabricator, storage, delivery, erection and brad, of busses and buss systems, see ANSI?P11 Quality Coreria, DSB49 and El Building Component Salmylnforma0on available from Truss Plate lnstNte,218 N.Lee Street, Suite 312, Alexandra, VA U314. 6904 Parke East Blvd. Tampa,FL U610 Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T20255032 2349440 CS JACK-OPENTRUSS fi 1 Job Reference o BDnal guilders FirstSource (Plant City, FL), Plant City, FL-33567, 3x4 = 8.240 5 Mar 9 2UZU MI I eK lnc Uslnes, Inc. I ue May l9 l Z:Jl:td 2U2U Yage l ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-Ini2kNWcY 80Hv7gLgfA7Ji GLmbA2WN1uHHTNm.ExFl Scale=1:17.6 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (fee) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.05 4-7 >999 240 MT20 2441190 TCDL 7.0 LulnberDOL 1.25 BC 0.37 Vert(CT) -0.05 4-7 >999 180 BCLL 0.0 a Rep Stress tote YES AS 0.00 Horz(CT) -0.00 3 n/a ma BCDL 10.0 Code FBC2017lTPI2014 Mal x-AS Weight: 18 lb FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-107(LC 12), 2=-162(LC 12) Max Gina 3=129(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All tomes 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=6.Opsf; h=15ft; B=451t; L=24ft; eave=511; Cat. II; Pxp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-14-0to 1-8-0, Interior(1) 1-8-0 to 4-10-8 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) 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-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 100 lb uplift at joint(s) except at=1b) 3=107,2=162. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. WalO P: Finn P.E'itdlt8l NITsk USA, Inc FE C9d 663,'q , ,6904 Forks East stid:Tamp'aF[P36/u Date: May 19,2020 ®WARNING-WelydeslgnpanmefersmMREAD NOTES ON TIDS AND INCLUDED M?EXREFERENCE PAGE I&P703mv. IWW015 BEFORE USE assesses Desgn valid for use only with MTeads mnnedom. This design is based only upon paremetere shown, and A for an individual building amponent rod ��' a truss system. Belpre use, me building designer must very Me applicability of design parameters and preparly inmmomte this design into Me maraA building design. amain, indiwted'u W prevent bulling of individual buss web amber cbord members only. Additional tempres, and permanent Leasing MiTek' sdia.srequired foratablliy and le prevenlcollopsewith possible penned ln;uy and property damage. For general guidance mail the fabrication, storage. deliv aossalon and bracing dmisses and truss systems, see ANSUITH Quality Cribtla, DSB49 andBCS1 Building Component 69" Pores seat stall.Salerylniwmadon ava lablefrem Truss Plate lnsuate.218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Thus Truss Type City Ply LOT 31/2 WATERSTONE T20255033 2349440 C5V JACK4PEN TRUSS 2 1 Job Reference (optional) Builders FirstScurce(Plant City, FL), Plant City, FL-33567. 3x4 8.240 S Mar 9 2020 MiTek Industries, Inc. Tue May 19 12:31:58 2020 Page t ID:6gDIOH2OVegl NklsxoNemzyuUL&Ini2kNWcY-8OHv7gLgfA7Jl Fnmab2WN1 uHHTNmzExFl Scale=1:17.6 Plate Offsets(X,Y)- f2:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip COIL 1.25 TC 0.46 Vert(LL) 0.06 4-7 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0AI Vert(CT) -0.05 4.7 >999 180 BCLL 0.0 ' Rep Stress [nor YES WB 0.00 Horz(CT) -0.01 3 n1a n/a BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 181b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4-Mechanical Max Horz 2=185(LC 12) Max Uplift 3=-113(LC 12), 2=-155(LC 12) Max Grav 3=131(LC 17), 2=262(LC 1), 4=86(LC 3) FORCES. (lb) -Max. Camp./Max. Ten. -All tomes 250 (Ib) 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.Opsf; h=15ft; B=4511; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-4-0 to 1-8-0, Interior(() 1-8-0 to 4.10-8 zone;C-C for members and tomes 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gap DOL=1.60 2) This truss has been designed for a 10.0 list bottom chord live load nonconcurrent with any other live loads. 3)'This truss has been designed fora 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) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except (jt=lb) 3=113,2=155. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller P: FInRFE No32839. MITak USA, Inn FL Cart 604 ,- �69041ahe East Blyd.Temp11FH31815, Data, May 19,2020 ®WARNING.Veg"Ngn parameters aM READ NOTES ON MIS AND INCLUDED War REFERENCE PAGE MD-7473 rev. IM"015 BEFORE USE asess Design valid for use only Willi MITeI� connectors. This design is based only upon parameters shmvp, and is for an individual building component, net ��' a busssystem. Betors use. Me building designer must verify Me applicability of design parameters and properly iree sets Mix design into the overall buildingdeaign.Bmd,gindicatedislopreventbucklingofindrvldual WsswebanNarchoMmembamonl,, Additional temporary and pennarembrocin, _ MtTek is alwd fo ays requirer stability and to prevent collapse WM possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing oftrusses and trues systems, see ANSVTP/1Quality Criteria, DS689 andlIMBuilding Component! SafeWinfmmaUon available Rom Tmxx Plate InstWte, 218 N. Lee Street, Sulte 312, Mewndria, VA 22314. Eggs Para East Blvd. Tampa, FL W610 Job Truss Truss Type City Ply OT 31/2 WATERSTONE T20255034 2349440 D7 HALF HIP TRUSS 1 ay ADAMS2265 A 3 CAR L ob Reference o tional Builders Firssource (Plant City, FL), Plant City, FL-33567, S8= 2x4 11 5,16 - 6.D0 12 3 18 19 20 21 422 23 24 25 5 26 27 B.Z4U 9 Mar 9 ZUZU MI I eK IMOUSDIes, Inc. I Ue May 19 12:32:10 2UZU Page 1 )Vegt NklsxoNemzyuULB-OSRaFTf7jgfJjl l_2Bs_crXBKba9mfoe9B5p4zExFZ 351-12 I 42d-B ]-1-12 Scale =1:73.7 3x4 = 5x6 = 5x6 = 28 629 30 31 32 7 33 34 35 36 8 m .. as 4u 41 aA w 4. o0 4r 4. 4e au m 3x6 = 2x4 II 6.12 W20HS = 3x3 - 5x6 = 5x6 = 3x6 11 ]-0-0 14-1-12 21-1-12 I 28-1-12 35-1-12 d2-e-8 m_n T_1_19 zn.It T.nJ1 v.n.n T_1_r. Plate Offsets (X,V)- [3:0-6-0,0-2-8], [5:0-2-8,0-0-0), [7:O-M,0-3-01. [11:0-3-0,0-ml LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(LL) 0.67 12 >760 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.8311-12 >612 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.68 Horz(CT) 0.17 9 nta n1a BCDL 10.0 Code FBC2017rTP12014 Matdx-MS Weight: 428 Ib FT=20% LUMBER - TOP CHORD 2x4 SP No.2 *Except' 3-5: 2x4 SP M 31, 5-7: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 *Except' 11-13: 2x4 SP No.1 WEBS 2x4 SP No.3 *Except* 3-13,5-13,6-12,7-11,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Horz 2=243(LC 8) Max Uplift 9=-1770(LC 8), 2=-1601(LC 8) Max Grow 9=3064(LC 1), 2=2909(LC 1) BRACING. TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 6-1-5 oc bracing. FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2„3=-5818/3083, 3-4=-8009/4436, 4-5=-8040/4466, 5-6=-8903/4933, 6-7= 7819/4331, 7-8=-4967/2751, 8-9=-2933/1823 BOT CHORD 2-14=-2830/5130, 13-14=-2831/5152, 12-13=4933/8903, 11-12=-4370/7867, 10-11=2815/5057 WEBS 3-14=-40/698,3-13=1800/3205,4-13=-737/732, 5-13=-964/528, 5-12=-243/437, 6-12=-632/1162, 6-1 1=-1 1891942, 7-11=-1717/3125, 7-10=-2199/1540, 8-10=-3036/5483 NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Tap chords connected as follows: 2x4 - 1 row at 0-9-0 Go. Bottom chords connected as follows: 2x4 -1 now at 0-9-0 Go. Webs connected as follows: 2x4 -1 new 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 distdbute 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; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water pending. 6) All plates am MT20 plates unless otherwise indicated. 7) This truss has been designed fora 10.0 last bottom chord live load nonconcument with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift atjoint(s) except (jl=1b). 9=1770,2=1601. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wattar R Fro l PE kro.72B3B. fNTak USA, c. fLICed661d.. e6904 Parka East BIyd:TampaFL 63616: Oak, - May 19,2020 -onfinued on race 2 AWARNING -V 'yalaegnparsmerersand READNOTES ON TI05ANDINCLUDED MREKREPERENCEPAGEMII-7173mv. 1=3G015BEPoRE USE Design valid for use oniywith M,7.W connect... This design is based only upon parameters shown, and is for an individual bullding component, not a Was system. Before use. Me building designer must veriythe opploobility.f dssign parameters and property incorporate this design Nb Me ove.a builamgdesgn.B.cirg indicatetl is to pmvent buGJing of individual truss webandlorchord members only. Additional temporary and pem,anembreer, M!Tek' s always mgWed for stability and to prevent collapse With passible personal injuryand property damage. Forgenemiguldanceregardingthe faIm=tbn, storage. deiivary,erection and bracing ofteases antinom systems, see ANSI/TPN Quality Crdrla,DSB-S9 mMGCSI Burbling Component 6904 Palle East Blvd. Safetylnhamation avarlablehom Truss Plate Implode. 218 N. Lee Sbeat Suite 312, Alexandra. VA 22314. Tampa, FL U610 Job Truss Truss Type Oty Ply LOT31/2WATERSTOME T20255034 2349440 D7 HALF HIP TRUSS 1 �f 2 floral J bAReSere6 eAo Builders FirstSource (Plant City, FL). Plant City, FL- 33567, 8.240 s mar 9 zuzu MI I ex maustnes, Inc. I us may 19 1z:3[:11 zuzu rage z ID:6gDI0H2OVeg1NkiszoNemzyuULB-sH_zSpgIU_nALvcAwOD833M4?wOaEvylpwlLWZExFY NOTES- 10) Hangers) or other connection device(s) shall be provided sufficient to support concentrated load(s) 138 Ito down and 1581b up at 7-0-0, 87 It, down and 1641b up at 9-0-12, 87 lb down and 164 Ill up at 11-0-12, 871b dawn and 1641b up at 13-0-12, 87 lb down and 16416 up at 15.0-12, 87 Ito down and 1641b up at 17-0-12, 87 lb down and 1641b up at 19-0-12. 87 Its down and 164 lb up at 21-0-12, 87 Ill down and 16416 up at 23-0-12, 87 It, down and 1641b up at 25-0-12, 87 It, down and 164 lb up at 27-0-12, 87 It, dawn and 164 lb up at 29-0-12, 87 lb down and 164 lb up at 31-0-12, 87 lb down and 164 lb up at 33-0-12, 87 lb down and 164 lb up at 35-0-12, 87 Ito down and 164 Its up at 37-0-12, 8716 down and 1641b up at 39-0-12, and 87 It, down and 164 Ill up at 41-0-12, and 142 lb down and 150 lb up at 42-1-12 on top chord, and 346 lb down and 153 Ito up at 7-0-0, 65 lb down at 9-0-12, 65 Its down at 11-0-12, 65 Ill down at 13-0-12, 65 Ito dawn at 15-0-12, 651b down at 17-0-12, 65 lb down at 19-0-12, 65 lb down at 21-0-12, 65 lb down at 23-0-12, 65 Ill down at 25-0-12, 65 lb down at 27-0-12, 6516 down at 29-0-12, 651b down at 31-0-12, 65 lb down at 33-0-12, 65 lb down at 35-0-12, 65 lb down at 37-0-12, and 65 Ito down at 39-0-12, and 65 lb down at 41-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-54, 3-8=-54, 9-15=-20 Concentrated Loads (Ib) Vert: 3=138(13) 8=-142(B) 14=-346(B) 5=87(B)12=-40(B) 7=87(B) 10=-40(B)18=-87(B) 19=-87(B) 21=87(13) 23=-87(B) 24=87(B) 25=-87(B) 26=-87(B) 27=-87(B) 28=-87(B) 30=-87(B) 31=-87(B) 32=-87(B) 34=87(B) 35=-87(B) 36=-87(B) 37=40(B) 38=40(B) 39=40(B) 40=40(B) 41=-40(B) 42=-40(B) 43=40(B) 44=40(B) 45=40(B) 46=-40(B) 47=40(B) 48=40(B) 49=40(B) 50=40(B) 51=-40(B) ,&WARNING- Varllydesign parameters and READ NOTES ON MIS AND INCLUDED MBEN REFERENCE PAGE MII.7471rev. IePo1QDISSEcORE USE asseas Design valid for use only vat Mlreh® connector. This design Is based only upon parameter shown, and is bran individual building component cot �� a Wse system. Before use, to building designer must verily Me appllcabiliy of design parameter, and propertyinwrparatathis design into theaverall Widtgdesign. Brmr,,macatedistopreventhoodingofindaidualWsswebandrorchordmembersonly. Additional tempomryand permanenibraci,g MiTek_ is always required for stabilgy and b prevent collapse wit passible personal Injury and property damage. For general guidance regarding to fabrication. storage,delivery, election and bracing of pusses and Was systems, see ANSWPIi Dually Criteria, MB49 and BCSI Building Component 69M Parr East Blvd, Sateylnrwmadon available from Truss Plate Inverses, 218 N. Lee street Suite 312. Alexandra, VA 22314. Tampa PL U610 Job Truss s Type Ply LOT 31/2 WATERSTONE �Oty THMliHip T20255035 2349440 D9 Truss 1 1 Job Reference(optional) cullaers rlrslbource(rlarl Illy, r L), ream ury, rL-5aapr, BIlill 6.00 12 4 Sxe = 21 22 23 5 Scale=1:73.7 5x6 = 5x6 = 5x6 = 6 24 25 7 26 27 8 2x4 Q 320 xS STP = 19 15 14 13 12 11 10 9 4x6 = 5x8 3x8MT20HS = 3x4 = 3x6 = 34 = 5x6 = 4.6 II 9-0-0 1]-0-12 25-7-12 33-10-12 4_2 gs.n pd-» non Plate Offsets (X,Y)— f4:0-3-8,0-241, 15:0-",0-Mj, j6:0-M,0-3-01, [7:0-4-0,0-3-01, j9:Edge,0-3-81 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in floc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.74 Vert(LL) 0.48 12-13 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.99 Vert(CT) -0.71 12-13 >716 180 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 H0a(CT) 0.17 9 Na n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 223 lb FT=20% LUMBER- TOP.CHORD 2x4 5P No.2 *Except 14: 2x4 SP M 31 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3'Except* 5-15,6-13,7-12,8-10: 2x4 SP No.2 REACTIONS. (size) 9=0-3-8, 2=0-8-0 Max Hom 2=297(LC 12) Max Uplift 9=-711(LC 12), 2=787(LC 12) Max Grav 9=1558(LC 1).2=1633(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end vedicals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 8-9, 5-15, 6-13, 7-12, 8-10 FORCES. (Ib)- Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3051/1817, 3-4=-2812/1640, 45=-2502/1570, 5-6=-3582/2137, 6-7=-3504/2037, 7-8=-2361/1364, 8-9=-1479/960 BOTCHORD 2-15=-1844/2701, 13-15=-2137/3582, 12-13=-2052/3519, 10-12=-1391/2397 WEBS 4-15=-344/882, 5-15=-1318/691, 5-13=0/300,6-12=-458/460, 7-12=-742/1270, 7-10=-1108/850, 8-10=-1525/2640, 3-15=308/315 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=240, eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-8-0, Interior(1) 1-8-0 to 9-0-0, Exterior(2) 9-0-0 to 13.2-15, Interior(1) 13-2-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except at -lb) 9=711, 2=787. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WAlkr P;FinnPENd123W MITak USA;lnc FL Ce[t 6&iC, .6904 Parke East BIvd:Tampa FL 3381 b: Bak., May 19,2020 AL WARNING- Yang design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE➢AGE Ml47473 rev. 10132015 BEFORE USE Design valid for use onlywith Mire6® conneclon. This desgn la based only upon paremeters shown, and is for an individual building compound, act ��' a truss system. Before use, the buildNg designer must venfy ate applicability of design parameters and property incorporate Mia design into Me overall buildingdwign. BmciWg dicabdisbpmventbucMhgofindmdualtrueawsbandorc oNmembersonly. Additoralcertainly and permanent trade, M!Tek' is deep requiredfor stability and to prevent wllopw cash possible personal injury and property damage. For garret guidance regerdng Ne fabtenom storage, delivery, erection and bating of busses and truss systems, see ANSI/Tell Quality Criteria, DSB49 antl SCSI Budding Component Gant Parke East Blvd. Safatyln/orma0on ava'lable room Truss Plate lns6Me.218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tmepe,FL 36610 Job Truss Truss Type Oty Ply LOT 31/2WATERSTONE T20255036 2349440 D11 Half Hip Truss 1 1 Jab Reference (optional) nmmers nrslsource triam ury, rLl, ream cry, rL- asuel, of Sall = r 4 20 21 22 o.z4u s mar v eueu mu ex Inausmes, me. 3x4 = 5x6 =. 4x6 = 5 623 24 725 la u:m as zuzu rage s -VAoKnlxB7x00wCzEaFk 3 0 scale=1:75.1 3x4 II 26 8 '7 uh 14 ._ _. __ ._ __ .. ... .... .,. 9 3x6 i 3x8 = 4.6 = 3x4 = 4x6 = 3x4 = 5x6 II 11-0-0 21-5-12 31-9-12 423-8 Plate Offsets (X,Y)— f2:0-2-9,0-1-81. 14:0-3-0,0-2-01 f6:0-3-0,0J-01 LOADING (part SPACING- 2-0-0 CSL DEFL. in (roc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.78 Vert(LL) 0.33 10-12 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.6314-17 >799 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horc(CT) 0.15 9 n/a Na BCDL 10.0 Code FBC2017ITP12014 Matnx-AS Weight: 220 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2.4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-3-8 Max Holz 2=351(LC 12) Max Uplift 2=-781(LC 12), 9=-718(LC 12) Max Gmv 2=1653(LC 17), 9=1563(LC 17) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOTCHORD Rigid ceiling directly applied. WEBS 1 Row at midpt 5-14 2 Rows at 113 pis 7-9 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (a) or less except when shown. TOP CHORD 2-3=-2937/1682, 3-4=-2703/1581, 45=-2405/1479, 5-6=-3048/1743, 6-7=-2273/1251 BOT CHORD 2-14=-1736/2639, 12-14=-1832/3022, 10-12=-1675/2814, 9-10=-1107/1859 WEBS 3-14=-373/387, 4-14=-412/971, 5-14=-864/475,6-12=-100/343, 6-10=-826/623, 7-10=-350/1004, 7-9=-2228/1341 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=15ft; B=45fL L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0 to 1-8-0, Inte ior(i) 1-8-0 to 11-0-0, Extenor(2)11-0-0 to 15-2-15, Interior(i) 15-2-15 to 42-1-12 zone;C-C formembers and farces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pat bottom chord live load nonconcument with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= 10.Opsf. 6) Bearing atjoinl(s) 9 considers parallel to grain value using ANSI/ -PI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=781,9=718. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wafter Pi Finn PEN61=9, 'I�.it V; ;lncFL'Cad a634, , %6804F¢ds, East BIvd:TempS FL 34610,. Oats: May 19,2020 AWARNING-Verily designpanmehrs aM REAO NOTES ON THISANOINCLUOEO MinfW RIFFERENCEPAGEM11.7473 mi, 10,03V2015 BEFOREUSE Oesign valid for use oNy wM, Miter onnnsdom. This design is based only upon parameters shover, and is far an individual building component, rat a busssystem.Belem use. to building designer must verify m applicability of design parameters and properly inwmorate this design inro the serial buddingdeeign. Bmdng NdicatedisbpreventbuMingeflndMdualbusswebanNor G,oNmembmaonly.Additional temporary and permanentbaGng MOW u ahvays requir�faratabJiry and tr prevent wllaWe wiN passible personal may and property damage. For general guidance regarding Me responder, storage, delivery, erected and bracing of trusses and buss systems, sea ANSI?Plf Quality Criteria,MB-89 and BCS/ Budding Component Saretylerormaaon available from Truss Plate lnstiWts,218 N. Lee Strest. Suite 312, Alexandria, VA 22314. 6904 Parke East Blvd. Tampa, FL W610 Job Truss Truss Type Div Ply LOT 31/2 WATERSTONE T20255037 2349440 D13 Hip Tmss 1 1 Job Reference (optional) bUliaers rlrstsource(Flant Uty, Fy, Flan Glry, rL- sabbr, m1 0 6.00 12 5x6 = 2.4 II 5 26 u.L4u a mar a zuzu mu as Industries, Inc. I ue may ttl lz:sz:u I Lulu 5.6 = 4x6 = 5x8 = 27 6 28 7 2930 8 Scale =1:76A 20 19 '- 14 13 12 11 • 3x6 = 5x6 = 2.4 It 2x4 II axis = 6x8 = ]-]-5 11-2-0 20-11-0 28-10-0 3341-0 42d-8 7-1-5 3-6-11 9-9-0 1-11, 2-1Oft A4.A e1 IN�99 Plate Offsets (X,Y)- [3:0-3-O,OJ-0l. [5:0-3.8,0-2-41, f6:0-3-0.0-3-41 f8:0-6-0 0-2-81 [l5:0-6-8 0-4-12][16:0-4-0 0-3-4) [17:0-3-0Edge7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Vert(LL) 0.49 16-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.82 Vert(CT) -0.8216-17 >614 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 Horz(CT) 0.33 11 n/a n/a BCOL 10.0 Code FBC2017ITP12014 Matrix -AS Weight: 2531to FT=20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOTCHORD 2x4 SP No.2'ExcepV BOTCHORD 4.19,7-13: 2x4 SP No.3, 16-17,15-16: 2x4 SP No.1 WEBS 2x4 SP No.3*Except* WEBS 17-20: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 11=038 Max Horz 2=219(LC 11) Max Uplift 2=-784(LC 12), 11=589(LC 12) Max Grav 2=1654(LC 1), 11=1579(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=-3031/1677, 3-0=-4117/2401, 4-5=-4054/2443, 5-6=-3762/2273, 6-7=-3762/2273, 7-8=-3335/2032, 8-9=-1923/1188 BOTCHORD 2-20=-1520/2643, 16-17=-171913147, 15-16=-078313376, 7-15=617/495, 11-12=-784/1329 WEBS 3-20=4388/907, 17-20=-1681/3028, 3-17=546/1117, 5-17=-662/1273, 5-16=-392/870, 6-16=.463/471, 7-16=-254/526, 12-15=-876/1798, 8-15=-1272/2302,8-12=953/559, 9-12=-106/529, 9-11=-1853/1156 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-0-0 oc bracing: 17-19, 13-16 1 Row at midpt 9-11 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-14-0 to 1-8-0, Interior(1)1-8-0 to 13-0-0, Exterior(2) 13-0.0 to 17-2-15, Interior(1) 17-2-15 to 33-8-0, Exterior(2) 33.M to 38-1-13, Intedor(1) 38-1-13 to 42-1-12 zone;C-C for members and forces 8 MWFRS for reactors Shown; Lumber DOL=1.60 plate gnp 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 20.0psf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at=lb) 2=784, 11=689. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wa¢erPi Finn PE N6.fil 6tTek USA, Ink TL-Cad 9636' 19904PelkeEastBlvd:TannIi FO33910:. Gate: ' May 19,2020 ®WARNING -Wary decant parameters antl READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE Mc-7473 rev. fM=015 BEFORE USE 11 sgn valid for use only wMi MiTekW connectors. TWa design is basetl only upon parameters shown. and is far an individual building component not ��- a buss system. Belem use, Me building designer must verify Me applicability of dmgn parameters and properly InecSpends Nis design iota Me overall buildiagdesign. Bracm, indicated is W prevent budding of individual mass web andior chord members only. Additional temporary and permanent bmeng Mftf_ is always required for stability and W prevent collapse will, passible personal injury and property damage For general guidance regarding Me fabrication. storege,delivery, erection and bracing oftnumme and buss systems. see ANSVTP110ualiy Cularrre, OSBd9 end BCS1 Building Compomml 6904 Parke East Blvd. S,dwylnformaUona lablefmm Treac Platelnntals.218N. Lee Street Suim312,Alemandrd.VA22314. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T20255038 234944077 D15 Hip Truss i 1 Job Reference o genet Builders FirslScurce (Plant City, FL). Plant City, FL- 33567, 8.240 s Mar 9 2020 Ni I ek Industries, Inc. Tue Scale =1:76.4 5x6 Boa — 2x4 I — Sx8 = 6.00 12 5 25 6 26 7 27 8 20 19 '- 14 13 12 "` "" 11 3x6 = 5x6 = 2x4 I 1 2x4 II Stitt = 145-8 6xBl= I 6-1-0 ii-2-0 19-7-6 i 28-10-0 312-0 42J-B 6-1-0 5-i-0 B-5-0 9-2-10 2-10-0 10.]41 Plate Offsets (X,Y)- [3:0-3-0,0-3-01, [5:0-M,0-2-01, f6:0-3-0.0-3-01, f8:05-12,0-2-01, [15:0-0-8.0-2-81. [16:04-0.0.3-01, f17:0-3-0,0-3-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.42 16-17 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.78 Vert(CT) -0.7015-16 -725 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Hom(CT) 0.31 11 rile nla BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 262111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.1 `Except` BOT CHORD 2-18: 2x4 SP No.2, 4-19,7-13: 2x4 SP No.3 WEBS 2x4 SP No.3'Excei 17-20: 2x4 SP No.2 WEBS REACTIONS. (size) 2=0-8-0, 11=0-3-8 Max Horz 2=256(LC 11) Max Uplift 2=484(LC 12), 11=689(LC 12) MaxGmv 2=1670(LC 17), 11=1579(LC 1) FORCES. (lb) - Max. Camp./Max: Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-3119/1667,3-4=-4242/2347, 4-5=4277/2493, 5-6=-3020/1827, 6-7=-2616/1632, 7-8=-2593/1622, 8-9=-1958/1206 BOT CHORD 2-20=1531/2902, 4-17= 245/299, 16-17=-1464/2900, 15-16=1590/3052, 11-12=-850/1474 WEBS 3-20=-1052/669, 17-20=-1610/3099,3-17=-058/968,5-17=-889/1686, 5-16=108/497, 6-15=-630/383, 12-15=-932/2119,8-15=-1154/2149,8-12=-1293/697, 9-12=-4/395; 9-11=-1894/1168 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly, applied. Except: 6-" oc bracing: 13-15 10-0-0 oc bracing: 17-19 1 Row at midpt 6-15, 8-12, 9-11 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.Ops,, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterhm(2)-14-0 to 1-8-0, Interfor(1) 1-8-0 to 15-0-0, Exterior(2) 15-0-0 to 19-2-15, Interior(1) 19-2-15 to 31-8-0, Exterior(2) 31-81 to 35-10-15, Interior(i) 35-10-15 to 42-1-12 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pi bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf an the bottom chord in all areas where a rectangle 3-64 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL= IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at -lb) 2=784, 11=689, 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waur P: Finn PENbzii3e. M1Rak115A69111 -ra6634_- �66U4Padce EsetBlvtliT9mpaF197610: Data:. May 19,2020 ®WARNING-Vedfydedgnpara WrsandREADNOTESONTRISANDINCLUDED MNEKREFERENCEPAGE M%p7a3rev.IM3,2015BEFOREUSE easee Design valid for use only afth Mnekpl connectors. This design is based only upon parameters sheen, and a for an individual building component, rot �e a Miss system. Before use, Me building designer must verify Me applicability of design parameters and property inmryorate this design Into Me Overall bakingdesign. Bmi Indicated is to prevent budding of Ndividual buss web anNor chord members only. Additional tempormy and permanent bidding MiTek" s deep prqi ferstabilry and to prevent collapse WIN possible personal injury and property damage. For general guidance regarding the fabmrdtioo,storage, delivey, erection and bracingof Wssssanfausssatems, see ANSYTIVI Dualiy Grind; Mal apdSCSI Building Component 69W Parke East Blvd. Sefetykakennatlon available from True Plate lne6Nts. 218 N. Lee street, Suite 312, Alexandria, VA 22314. Tampa. R. W610 Job Truss Truss Type Qty Ply LOT 31/2WATERSTONE T20255039 2349440 Di] Hip Truss 7 1 Job Reference (optional) Builders FlydSource(Plant City, FL), Plant City, FL-33567, 6.00 12 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue 5x8 = 2x4 II 5x8 = 6 28 7 29 30 31 8 IY{gYArLY{rykl Scale=1:78.0 22 21 -_ .611�3 - 12 it 3x6 = 6x8 = 2x4 11 'P.8 t4 11 5x8 = 3x6 11 53.8 ]-7-8 17-0-0 23-0-0 28-10-0 356-0 62-3-8 538 1 2-0-0 9-0.8 I 6-4-0 5-0-0 1 6-8-0 6-9d Plate Offsets (X Y)-- [5:0-4-12 0-3-0] [6:058 0-2-4] [8:0-5-4 0-1-121 [10:0-M 0-1-81 [19:03-12 Edgel f22:0-3-8 0301 LOADING (psf) SPACING- 2-M CSI. DEFL, in (loc) Voted Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.79 Vert(LL) 0.54 20 >934 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.9018-19 >564 180 BOLL 0.0 Rep Stress Incr YES WB 0.95 Horz(CT) 0.37 11 Na nda BCDL 10.0 Code FBC20177TPI2014 Matrix -AS Weight: 267111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 `Except' BOT CHORD 4-21,8-13: 2x4 SP No.3, 17-19: 2x4 SP No.1 WEBS 2x4 SP No.3'ExcepC WEBS 19-22,3-19: 2x4 SP No.2 REACTIONS. (size) 2=06-0, 11=03-8 Max Hors 2=293(LC 11) Max Uplift 2=-779(LC 12), 11=-685(LC 12) Max Gmv 2=1672(LC 17), 11=1586(LC 1) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 2-3=-3147/1646, 3-4=-6291/3284, 4-5=6339/3294, 5-6=-2886/1686, 6-7=-2562/1648, 7-8=-2562/1647, 8-9=-2486/1479, 9-10=-1895/1069, 10-11=-1518/935 BOT CHORD 2-22=-152312959, 18-19= 206613971, 16-18=-1236/2651, 15-16=-1013/2196, 8-15=-96/519 WEBS 5-19=-115112665, 5-18=-1526/953,6-18=-3581976,6-16=-146/299, 7-16=-375/368, 8-16=-369/672, 9-12=947/651, 10-12=-855/1638, 12-15=-87511686. 9-15=198/762, 3-22=-2576/1380, 19-22=-1943/3877,3-19=1408/2898 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 10-M cc bracing: 19-21, 13-15 1 Row at midpt 5-18, 6-16 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuq=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.0psf; h=15ft; B=45ft; L=24f1; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2)-1-4-0 to 16-0, Intenor(i) 16-0 to 17-M, Extenor(2) 17-0-0to 21-2-15, Interior(1) 21-2-15 to 29-8-0, Extenor(2) 296-0 to 33-10-15, Interior(1) 33-10-15 to 42-1-12 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 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 36-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL =10.01 6) Provide mechanical connection (by others) oftmss to bearing plate capable of withstanding 10016 uplift at joint(s) except 0t=lb) 2=779,11=685. 7) This truss design requires that a minimum of 7/16" structural woad sheathing be applied directly to the top chord and 1/2' gypsum sheelmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltei R: FInAPENo1283B1_ MiTiik UBA; Ire F[Ced fi87(,-- ,.- 18904 Padie EaBtBIvGTamp3FL 57810{ 05te? ' May 19,2020 ® WARNING -Verrrydeelgnpam umersandREADNOTESONTHISANDINCLUDEDMITExREFERENCEPAGEMl4TO3mv, fab12p15BEFOREUSE. Design valid for use only wit MTeW com,eabrs. This design is based only upon parameters show, and is for an individual building component rat ��- atruss SiyBefore use, to building designer must verify to applicability cf design parameters and properly incomomtetis design info teaverall bulldingdeaign. Bradng Indicated is to prevent bulling ofindididual Wss web anworchord members only. Addi4onal temporary and Damaged bradng MiTek' is always required for stability and W prevent collapse vnt passible personal injury and property damage. For general guidance regarding to fabdealion, manage, delivery. election and bracing oftrusses and hues systems, see ANSLibelf Duality Criteria, Di and SCSI Building Component 6904 Parke East avid. Saferylnlwmaden available tram Tmaa Plate lnstitum,218 N. Lee Street Suite 312, Alexandria, VA 22314. Tamp,FL U610 Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T20255040 2349440 D19 HIP TRUSS 1 7 Job Reference o oonal Budaers ru Abixince[nant ury, ry, Plant ury, rL-J3bbl. 6x8 i Ss14 W20HS 9 4 �A I'fl- 6.00 12 5x6 = 6 5x6 i Z7 W20HS = 18 17 6x8 = 7x10 = ,ay ,a !OVegl NklsxoNemzyuULB-WJB4P6cdfS9uEBkDpLo2R?MWP 1- 28-10-0 38.1-B 42-3 E o .2=0 7. 1 6-2- 5xs - 2x4 II 28 7 8 29 5x6 9 16 7x10 = 31 32 Scale=1:79.4 4x6 30 - 10 22 21 eu 15 14 13 12 3x6 = 2x4 It 6x8 = 3x4 II 5x8 = Us II 1458 I I 409 S-]-868-012-10.0 19-0-0 2]A-0 28-1Pq 36-1-8 42-3-8 Plate Offsets (X,Y)- [3:0-7-0,0-1-12], [4:0-3-4,0-2-4], [5:0-3-0,0-3-0], [6:0-3-8,0-2-4], [7:0-3-8,0-2-4], [9:0-3-0,0-3-0]i [10:0-2-15,0-2-0], [16:0-0-12,0-3-4], [17:0-4-12,0-3-4], [18:0-3-8 0-2-12] [19:0-5-8 0-0-0] [21:03-8 03-0I LOADING f isf) SPACING- 2-0-0 CSL DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Vert(LL) 0.74 20 >680 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.83 Vert(CT) -1.06 20 >478 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.96 Hom(CT) 0.49 12 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 284lb FT 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 *Except* TOP CHORD 6-7: 2x4 SP No.1 BOT CHORD BOTCHORD 2x4 SP No.1*Except* 4-21: 2x4 SP M 31, 17-19: 2x6 SP M 26, 8-14: 2x4 SP No.3 12-15: 2x4 SP No.2 WEBS WEBS 2x4 SP No.3 *Except' 3-19: 2x4 SP No.1, 7-17: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 12=0-3-8 Max Harz 2=-341(LC 10) Max Uplift 2=-781(LC 12), 12=826(LC 12) Max Gran, 2=1657(LC 1), 12=1680(LC 1) FORCES. (lb) - Max. Comp./Man. Ten. -Ali forces 250(lb) or less except when shown. TOP CHORD 23=311511605, 3-4=-7868/3913, 4-5=3728/2042, 5-6=-2565/1521, 6-7=-2225/1464, 7-8=-233911548, 8-9=-2444/1429,9-10=182511023, 10-12=-1623/1107 BOT CHORD 2-22=1411/2945, 21-22=-1408/2942, 19-21=-962/2134, 4-19=-1045/2461, 18-19=3532/7466, 17-18=-1597/3473, 16-17=-876/2030,8-16=222/288 WEBS 3-19-3149/6745,4-18=-4049/1965, 5-18=-367/964, 5-17=-1399/825,6-17=-265f751, 7-17-175/427, 7-16=-327f739,9-13=-889/602,3-21-3142/1484, 9-16=-176/708, 13-16=-804/1632, 10-13=-812/1635 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 7.4.0 oc bracing: 19-21 10-M oc bracing: 14-16 1 Row at midpt 4-18, 5-17 NOTES. 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vuft=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24fb eave=5ft; Cat. It; Exit C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2)-1-4-0 to 1-8-0. Intedor(1)1-8-0 to 19-0-0, Extedor(2) 19-0-0 to 23-2-15, Interior(1) 23-2-15 to 27-8-0, Exterior(2) 27-M to 31-10-15, Intedor(1) 31-10-1510 44-0-0 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 gorging. 4) All plates are MT20 plates unless Otherwise indicated. 5) This truss has been designed fora 10.0 psf bottom chord live load nonconcument with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) except at -lb) 2=781, 12=826. 8) 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wsli. P: FMAPEke.22639, MTek qsA; In-PL'C.d-G*.- ,_ .69941'adta East Blvd.Tampa-i6 m Date:, May 19,2020 AL WARNING- VerHydeslgnpasanretersand READ NOTES ON THISAND INCLUDED MREx REFERENCEPAGE MII.7473 .fWO Ms BEFORE USE assass Design valid far use onlywiM MITekO connectors. This design is based arty upon parameters shown, and is for an individual building wmpanenl, rot ��• a truss systemre wfy M . Before Me building designer must wne appllcabgty iof design parameters Nu and properly incorporate design into Messandl bulldingdesign. Bracing indicated is to prevent budding ofindwidual truss web anwor chcN members only. Addixtutemporeryandpem,anentbmdng MiTek' Is always requited for stability and W prevent collapse sign possible personal injury and p cpeMdemage. For9ermal guidance regarding Me fabrismar,sloage,delivery, erection and bracing ofmuea ssand muss systems, see ANSIrrPH quality Crkerla. DS849 and SCSI Building Component 6904 Parke East Blvd. Sa/etyln7wmatien ova table fmm Tmss Platelns4Wte,21BN.Lee Street,5uite312.Nl andna.VA22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply LOT31/2WATERSTONE T20255041 2349440 D21 HIPTRUSS 1 1 Job Reference (Ootiona0 Builders Fassource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 12:32:07 2020 Page 1 ID:6gDIOH2OVegi NklsxoNemzyuULB-_WISc3dFQIHksIJPN3JH_Dvk9OX4eO2MyByRGzFxFc ,13-0I 63-0 I 12-10-0 21 1 25-0-0 28-10-0 36-1.8 62a-8 p4-0-0 i-a-D 6-3-0 6-7-0 8-2-0 d.8-0 3.2-0 ].18 6-2-0 1-BA' Scale =1:85.3 5x6 = 6.00 12 5x6 = 530 6 31 21 -" M = 2x4 II 13 12 11 Us = 3x6 II 2x4 II ZZ%%4 = exit = 438 2x4 11 6-0-0 6- 0 12-10-0 21-0-0 28-0-0 2&10-0 36-1-8 42-3-8 6-0-0 0-"d-0 6-]-0 8-2-0 ]-0-0 0 ]-3-8 I 6-2-0 Plate Offsets (X,Y)— f4:0-3-0,0-3-41. r5:0-3-8,0-2-41 (6:0-M 0-2-01 [8:0-3-0OJ-01 f9:0-2-15 0-2-01 f14:0-2-8 0-2-0] LOADING (psf) SPACING- 2-M Cat. DEFL. in (too) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Ved(LL) -0.22 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.3715-16 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(CT) 0.14 11 Na n/a BCDL 10.0 Code FBC2017rrP12014 Matnx-AS Weight: 2751b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 *Except* 7-15: 2x4 SP No.3 WEBS 2x4 SP No.3 BRACING - TOP CHORD BOT CHORD WEBS JOINTS REACTIONS. (size) 2=0-8.0, 21=0-3-0, 11=0-3-8 Max Harz 2=-378(LC 10) Max Uplift 2=-305(LC 12), 21=-821(LC 12), ll=-734(LC 12) Max Grav 2=266(LC 21), 21=1621(LC 17), 11=1438(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-368/396, 3-4=-1979/1101, 4-5=-164911061, 5-6=1387/1065, 6-7=1913/1358, 7-8=-1933/1166, 8-9=-2457/1346, 9-11=1381/984 BOT CHORD 16-18=-766/1807, 15-16=-528/1388, 14-15=-1082/2144, 7-15=-353/422 WEBS 3-18=-782/1812, 4-16=-406/329,5-16=-112/428. 6-15=503/863, 8-15=-597/399, 9-14=1056/2079, 19-21=-1625/898, 3-19=-1569/928 Structural wood sheathing directly applied, except end verticals. Rigid ceiling directly applied. Except: 5-7-0 ac bracing: 14-15 6-0-0 oc bracing: 7-15 1 Row at micipt 4-16,6-16 1 Brace at A(s); 14 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=15ft; B=45ft; L=24ft; eave=5ft; Cat. II( Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-4-0101-8-0, Inleriar(1) 1-8-0 to 21-0-0, Exterior(2) 21-" to 25-2-15, Intedor(1) 25-2-15 to 25-8-0, ExterioK2) 25-M to 29-10-15, Intenm(1) 29-10-15 to 44-0-0 zone; porch left exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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, with BCDL=10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb upliftat joint(s) except (jt=lb) 2=305,21=821,11=734. 7) This truss design requires that minimum of7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WatiziP:AN1FrENO1 gi, mrhkUSA,6m:FL'CedfiG'34,, ,. }6B04Pdrk5Eaet BlvtlrTampaFh`J3610. Data May 19,2020 ®WARNING-Vedrydesignparaneten®rdREAD NOTES ONTNISANDINCLUDED MREBREFERENCEPAGEMII4Q3mv.1N0=015BETOREUSE Deogn valid for use omywith MiTeloP wnnestors. This design is based only upon returners shown, and is for an Indlvidual building mmpanent net a Mass system. Before use, the building designer madvenfy Me app1mabiliyof design parameters and property Inomporate Nis design Into Me mantel buildingdeeign. Sark, indicated is toprwentbuoldingofindividualmomwele and/or ohaNmembers only. Additional tampaaryand per,oanembracin, MiTek' is arrays ma,lredfor stability and to prevent collapsewiN possible personal injury and pmpedy damage. Forgeneralguidanoeregarding Me fabrication.manage, delivery,ersomin and bracing oftrusses m and base systems. see ANSMIIQuality Criteria,DSB-89and BCSIBWldrng Component 6904 PaM1e East Blvd. SaFerylaroemaude ova table from Truss Plate lnstltute.218 N. Lea Street Suite 312, Alexandria, VA 22314. Tampa, FL W610 Job Tuss Truss Type Qty Ply LOT 31/2 WATERSTONE T20255042 2349440 E3 Jack -Open Truss 3 1 Job Reference (optional) Builders FirstSource (Plant City, FL). Plant City, FL-33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 1912:32:13 2020 Page 1 ID:BgDIOH2OVegl NklszoNemzyuULB-pf6jtVh00bluaDmZjJQhEU9t2pl8215FL6Pm POzExFW Scale=1:12.8. 3-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (fee) Ifde6 Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) 0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.15 Vert(CT) -0.01 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horii -0.00 3 Na n1a BCDL 10.0 Code FBC2017fTP12014 Matrix -MP Weight: 121b FT=20% LUMBER- TOPCHORD 2x4SPNo.2 BOTCHORD 2x4SPNo.2 REACTIONS. (size) 3=Mechanical, 2=0-4-0, 4--Mechanical Max Hoa 2=133(LC 12) Max Uplift 3=-63(LC 12), 2= 211(LC 12), 4=-40(LC 9) Max Grav 3=62(LC 17), 2=197(LC 1), 4=50(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All tomes 250(Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 cc purtins. BOT CHORD Rigid ceiling directly applied or 101 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eeve=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -14-0 to 1-8-0, Intenor(1) 1-8-0 to 2-114 zone; porch left exposeni for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 Pat bottom chord live load noncancument with any Chi 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) Referto girder(s) for buss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 3, 4 except (jt=11b) 2=211. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wallet P: FirmFE Nc72639 MiTek USA, Inc:TL, Cert661p.. 6904 Parka East BNd: Tampa FL 33616; Data_. May 19,2020 ,& WARNING -Verity tleslgn parameNrs antl READ NOTES ON TWS AND INCLUDED MMEKREFERENCE PAGE MII.7473 . 10/0=015BEFORE USE Design valid far use onlywih MireW connearm This design Is basedonlyupon parametme shown, and cfor an individual building mmponml not ��' a buss system. Before use, me building designer must verily me applicability of design paramelere and properly inmryorale this design Into theoverall building design Bracm, indicaled is topmeardbucHing of mcmdualtmsa,aw anNor chord me,nbsrsonly.Additional temporary and permanentbracing MOW "as always required fix stability and to prevent collapse wim possible personal injury and property damage. Forgeneralguldemongardingme fabrication. s1crage, delivery, erection and bracing of horses and Noss systems, we ANSUTPII Quality Whom, MB49 and SCSI Buil i Component 69W Parke East Blvd. Safetylnlormed...liable from Those Plate lnsi 218 N. Lee Street, Suite 312, Alexandre, VA 22314. Tampa, FL W610 Job Truss Type cry Ply LOT 3112 WATERSTONE T20255043 2349440 [Eluss Jack_ Truss 6 i Job Reference fortiori builders burs bOurce (Plant Dlty, I-L). Ylanl Ulty. FL- aaoby, Iii nay is ieac.w cow rdge I ID:ZYc6AOGNbVAtFo43ovpJT9ypvsQ-Hsg54denv9lCMUH1 xwmhh75D21nlLOZm9JymExFV Scale =1:17.8 LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) Udeft L/d PLATES GRIP TCLL 20.0 Plate Gnp DOL 1.25 TC 0.44 Vert(LL) 0.06 4-7 1999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.38 Vert(CT) -0.06 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 Na n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -AS Weight: 18 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4-Mechanical Max Horz 2=187(LC 12) Max Uplift 3=-109(LC 12), 2=-163(LC 12) Max Gmv 3=131(LC 17), 2=264(LC 1), 4=87(LC 3) FORCES. (lb) -Max. Comp./Max.Ten.-All forces 250(lb) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vultt'I60mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft1 L=24ft; eave=5ft; Cat. II; Ecp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Intedor(1)1-8-0 to 4-11-4 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 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-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 100 to uplift at joint(s) except Qt=lb) 3=109,2=163. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waite t P: Finn PE Nb128]9; META U§Ar to PCteit 8904 Parke East Blvd. -Tampa FL3361D Date: May 19,2020 ®WARNING- Vealtyda0loparmoatersaml READ NOTES ON WISAND INCLUDED MRER REFERENCEPAGEM9.7413 rev. IGAGNM BEFORE USE Design valid her use onlyU th MTeh® connecters. This design is based obly upon parameters shown, and is loran Individual building component, rot a bus system. Scom use, the building designer mustvedry to applict lityordwign parameters and properly inmmorxte this design into the overall buil4lrgdealgn..Braun, indicated is to preventbuciding or indiAboal buss web sector chord members only. Additional samovar, and permanent bracing M!Tek' s always re,uiredor stabpgy and to prevent collapse wit passible personal Nluty and pre"ry damage. For general guidance regarding to fabdcagon. Manage, delivery, erection and bracing of trusties and troy systems, see Alish I Duality Criteria, DSB�89 and BDSI Building Component 6964 Parke East Blvd. Saretylufmmaflon inviable tram Tmss Plate institute,218 N. Lee Street Suit, 312, Alexandra, VA 22314. Tampa, FL W610 Job Truss Truss Type Oty Ply LOT 3112WATERSTONE T20255044 2349440 E7 JACK -OPEN TRUSS 33 1 Job Reference (optional) guilders FlrstSource (Plant City, FL), Plant City, FL - 33567. 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 19 12:32:15 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypv Q42ETIBjGXCIcgWwxrkS9JvE3CcKCWCbYopusUHzExFU 1-4-0 7-M Scale = 1:23.6 3x4 = Plate Offsets (X,Y)— j2:0-0-8,Edoel LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(ILL) 0.16 4.7 p511 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.20 4-7 pills 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hoa(CT) -0.01 3 nfa Na BCDL 10.0 Code FBC2017ITP12014 MaMX-AS Weight: 24lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=1Aechanical, 2=0-8-0, 4=Mechanical Max Ho¢ 2=241(LC 12) Max Uplift 3=-163(LC 12), 2=-178(LC 12) Max Gmv 3=190(LC 17), 2=336(LC 1), 4=122(LC 3) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(Ib) or less except when shown. BRACING - TOP CHORD Structure[ wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; 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 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 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=11b) 3=163, 2=178. 6) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chard and V2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waltaiia Finn PE Nomilin. wnikUSA,Bm.FL Ceil66 :6904ParkeEast Blyd:Tainpa FL 33610 Data. May 19,2020 A wARNIND - yedty deNDa paumao s e act RFAD NOTES ON MIS AND INCLUDED MIrEN REFERENCE PAGE MO.7479 rev.1 NO3V1015 BEPoREW E Design Valk for did only wadi Mmek®annectom. Thb design Is based oNy upon parameters shown, and is far an Indlvldual building component not a trued system. Byron use, the building designer must vedfy Ina applicability of design parameters and properly Inamorata this design Into the manna bulldingdesign. Bracing Indicated is to prevent buckling of lndlNdual waves web andlor chum! members only. Addiflonal temporary and pennanentbfaarg MiTek' Is always requlred for cousin, and to preventallapsewth possible personal Injury and prop" damage. For general guidance regarding the fabrication. storage. delWagerection and bracing of trusses and truss appears. see ANSUTPH Quality Crifsh, W849 aadBCSI Suildmi, Component 69N Parke East Blvd. Sahtylnrormaaon available from Tess Plate InegNle, 218 N. Lee Btrest Suite 312, Alexandria, VA 22314. Tampa, FL U610 Job Truss Thus Type Oty Ply =RSTONET20255045 234944o E7G MONOPITCH TRUSS 1 1 tional Builders Smsource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industries, Inc. Tue May 1912:32:16 2020 Scale =1:23A 3x4 — 3x6 II s hxg — 1.5x8 STP = Plate Offsets(X,Y)— f1:0-2-0,Edgel. 15:0-4-4.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in ([cc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.02 5 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Vert(CT) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 4 nfa n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MP Weight: 40 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP M 26 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (size) 1=0-8-0, 4=Mechanical Max Ho¢ 1=184(LC 8) Max Uplift 1=-323(LC 8), 4=-849(LC 8) Max Gray 1=724(LC 1).4=1557(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-1344/619 BOTCHORD 1-5=-669/1178,4-5=669/1178 WEBS 2-5=-611/1247,2-4=14481823 Structural wood sheathing directly applied or4-11-11 cc patina, except end verticals. Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; 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 psf bottom chord live load nonconcumant 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) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at lomt(s) except 0=11b) 1=323, 4=849. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 841b dawn and 49111 up at 24-12, and 10391b down and 591111 up at 4-0-12, and 652 lb down and 335 Ito up at 6-4-12 on bottom chord. The desigalseleciion of such Connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) Section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Vert: 1-3=54, 1-4=-20 Concentrated Loads (Ib) Vert: 8=-84(F)9=-1039(F) 10=-652(F) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P. rAPE O.32810; MrTekUSA; bic FL Cad 6d64 �6664Padio Eelt Bivd:Tampa Fll 3 ]n, Date: May 19.2020 A& WARNING-VeNty deslgnpannremm eMFEAD NOTES ON MIS AND INCLUDED MITENREFERENCEPAGEM0.7473mx. 10/1Y2015BEFORE USE Design valid for use oNywilb MTeMp o.+mmdom. TNs desgn is based only upon parameters shown, and a for an Individual buliding mmponed, not a hope system. Before use, the bonding designer must verify em applicabNtyof design parametersand pmpedy moomomte d,is daelgn Inn, Neeverall bulldingdeelgn. Bradrg lndicaterd into prevent budding efirilh,dual now was anNordmrd members only. Addi4owltsmpomryandpenmanenrbrade, MiTek' ne always required for stability and to pmvantcdlapse winn gissnals personal Injury and propeMdamage. ForgenemlgukancerWarding Ne fabdwlbn, etani ddivery, ersolun and among of Puesse and truss systems. see ANSIVIPlf Quality Criferfa, DSB419 and BC5l Building Component 69N Parke East Blvd. Seretylnyomapen svaiabl. bom Trade Plate Inslilute, 218 N. Lou Street, Suite 312, Alexandra, VA 22314. Tampa, R W610 Job Tress Truss Type Qty Ply LOT 31/2 WATERBTONE T20255046 2349440 E7S JACK -OPEN TRUSS 2 1 Jab Reference o tional Builders FirstSource (Plant City, FL), Plant City, FL-33557, 3x4 = a.zwD s or a u u mi ea inuuamea, iu, , may rn i2.52. io <vav rage i ID: ZYc6AOGNbVAfFo43ovpJT9ypv Q-DEONXkuIWQTRgVBOSzDr6nD20fpFfghl4eQDjzExFT LOADING (pi SPACING- 2-0-0 CSL DEFL. in (Inc) Wall Ud PLATES TCLL 20.0 Plate Grip DOL 1.25 TC 0.86 Vert(LL) 0.18 3-6 >475 240 MT20 TCDL TO Lumber DOL 1.25 BC 0.67 Vert(CT) -0.21 3-6 >400 180 BCLL 0.0 ' Rep Stress her YES WB O.OD HOrz(CT) -0.01 2 n1a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 22 lb LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Ho¢ 1=186(LC 12) Max Uplift 1=-68(LC 12), 2=-169(LC 12) Max Gmv 1=257(LC 17), 2=194(LC 17), 3=123(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. -All forces 250 gb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vult=160ni (3-second gust) Vasd=124mph; TCDL=4.2psf,BCDL=6.Opsf; h=15ft; B=45ft; L=2411; eave=5ft; Cat. Il; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 tc 3-0-0, Intedor(1) 3-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 par bottom chord live load nonconcument with any other live loads. 3) ' This tress has been designed for a live load Of 201 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 tress to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joints) 1 except (jt=11h) 2=169. 6) 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. Scale = 1:22.3 GRIP 2441190 FT=20% This item has been - electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic Copies. Waltei7: F!mfrF liloM3311' MTek USAsaie FLCed 6634,.- '6606Parka East Bhd:Tai;fa, FL918ID. Data_:. May 19,2020 ®WARNING-VerrydeslgnparanelersarMREAD NOTES ONTMSANDINCLUDEDMITEKREFERENCEPAGEMIId473hilWOL2015BEFORE USE sesses Design valid for use only with MiTeA® reredos. This design a based only upon parameter show, and E form individual building monlumt, not �' a muse system. Before use. Me building designer must very Me apphaii of design parameters and properly incorporate Mis design Into the overall bullddngdesgn. Bmdng indicated is to prevent budding ofindaidual mass was andlor chord members only. Addlumaltemporaryandpe,manentbmdng MiTek' is always rmuiredferembility and to prevent collapse with Poeaible personal injury and property damage. Far general guidance regarding the fabdcatdon,storage, deldvery,ereceon and busting oftnsses and Wss systems, see ANSWPIf O.IlyCrlterla,DSBA9e.dBCSf Building Component 6904 Palle East Blvd. Safeylaformmen available Gam Trays Plate losti 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply WATERS 1.Job TONE T20255047 2349440 E7V JACK-0PEN TRUSS 4 t Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 9 2020 MiTek Industnes, Inc. Tue May 19 12:32:17 2020 Page 1 10:6gDIOH2OVeglNklsxoNemzyuULB-hRMEjskW3gYK3g4Ky9UdOKJTqQOe 53gFkNzYAzExFS -1-0-0 4.8-2 7-0.0 t-0-0 4-8-2 2-3-14 Scale =122.6 3,,4 Plate Offsets (X,Y)— 12:0-1-13,0-0-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in goc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.27 6-9 >312 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.63 Vert(CT) -0.24 6-9 >346 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.03 4 We We BCDL 10.0 Code FBC2017rrP12014 Matrix -AS Weight: 26 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-8-0, 5=Mechanical Max Horz 2=241(LC 12) Max Uplift 4=-102(LC 12), 2=-171(LC 12), 5=56(LC 12) Max Gran., 4=153(LC 17), 2=336(LC 1), 5=123(LC 17) FORCES. (Ib)-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; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-4-0 to 1-8-0, Intenor(1) 1-e-0 to 6-11-4 zone;C-C for members and fames 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load nonconcurent with any other We 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) Refer to girders) for truss to truss connections. 5) Bearing atjoint(s) 2 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 5 except (jl=1b) 4=102,2=171. 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 sheetreck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. War ki F P: Finn PE No22A3li izek USA, Ina FL Cud 6834 lee"fai a.East BIvd.Tarri' h3iim Date: May 19,2020 ® WARNING -Vedryabets. remunerate end READ MOMS ONMSAND INCLUDED MITEKRERgiENCEPAGE MII-7473re, Mxi3R015BETOREUSE Design vc*1 for use arly WM M,TekW mnneces. The design is based oNy upon parameters shovm, and u for an individual building camp went, rot a Wss system. Before use, Me building designer must verity Me applicability of dmugn parameters and property inwryorate this design me Me overall building design. Bracing intlicated is to prevent bulling of indiddual truss web andrar chord members Only. Actuarial temporary and permanembradrM MiTeW is always required for staidly and by oven cellaperwh pasaible pesanat lnjuryand property damage. Per general guidance regarding Me fabrication, storage, dalivery, erection and bracing diseases and truss systems, see ANSNPl10ualiy Cdfeda, OSB-89 and BCSl Building Component Bead Palle East Blvd. Safafylnformafibn avalable form Tmss Plata InaaNte, 21a N. Lee Street suite 312. Aleuntlna. VA 22316. Tampa, FL W610 TrussTrussTypeCity Ply LOT 3112 WATERSTONE r2"49140 T20 E22 Jack-0pen Tmss 1 1 Job Reference (optional) Builders Firssource(Plant City, FL), Plant City, FL-33567. 2x4 = 8,240 s Mar 92020 MiTek Industries, Inc. Tue May 19 12:32:13 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypv Q-pf6jtVh00b1 uaDm4JQhEU9v8pmH215FL6PmPOzExFW Scale=1:10.1 Plate Offsets (X,Y)— f1:0-1-4,Edge1 LOADING (psl) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20A Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 6 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(CT) -0.00 6 -999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Hom(CT) -0.00 2 n/a n/a BCDL 10.0 Code FBC2017rrP12014 Matrix -MP Weight: 7lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 1=0-8-0, 2=Mechanical, 3=Mechanical Max Horz 1=58(LC 12) Max Uplift 1=-20(LC 12), 2=-47(LC 12), 3=4(LC 12) Max Gmv 1=791 1), 2=55(LC 17), 3=38(LC 3) FORCES. (Ito) - Max. Comp./Max. Ten. -All forces 250(I1g) or less except when shown. BRACING- TOPCHORD Structural wood sheathing directly applied or 2-2-8 oc purins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wnd: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=241fteavei 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 fora 10.0 psf bottom chord live Iliad nonconcumenl 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 chard and any other members. 4) Referto girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to beading plate capable of withstanding 10016 uplift at joint(s) 1, 2, 3. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waiter P. F1nh PE ki Mtl6: Malik USA, Inc Ft Csd 663.pa 4,- 16994Park6 East Bhtl TamFL 33610, Date:' May 19,2020 ® WARNING . Verily design parameters erM READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev.1 G IN G015 BEFORE USE seesess Design valid far use onlywiN MTek® connectors. This design is based anly upon parameter shown, and is for an Individual building clmpanern not ��• a pause system. Before use, the building designer must verify applicability the applibility of dwgparameter and parameteand property incorporate tlnu design ink, Me overall buildingdesign. BmcitgindlcatedistoprevantbucdingofindividualWs banNorMoNmemberanly. Additional temparryand ennanmbracing MiTek' s shame natured par stability and to pre ssucallapse Wi possible peranal injury and property damages For general guidance regarding Ne fabnca0on.storage. delivery, erection and bracing of Wases and truss systems. sea ANSIii Quality Clifeda, DSB.89 andeDSl Building Component 6904 Parke East Blvd. Salerylnl aUon available train Truss Plate husband. 218 N. Lee Street, Suite 312, AlexamMa, VA 22314. Tampa, FL M610 Job Truss Truss Type city Ply LOT 3112 WATERSTONE T20255049 2349440 FG Flat Truss 1 .r L Jab Reference (olli Builders Imiscurce(Plant City, FL). Plant City, FL-33567. a.zqu s mar v zuzu mil ex industries. Inc. me may lv 12:32a62020 rage l ID:6gD10H2OVegl NklszoNemzyuULB-9dvcwCl8g7gBh_fVVWsOsxXskMgS6jU7_UO7X5uExFR 3-8-0 7-0-0 ' 3-8-0 3-8-0 4.6 = 6.00 12 3x6 1.5x8 STP = US II Scale=1:29.6 LOADING (par 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 FBC2017fTP12014 CSI. TIC 0.16 BC 0.16 WB 0.34 Matrix -MP DEFL. in Vert(LL) 0.02 Vert(CT) -0.02 Horz(CT) 0.00 (loc) Udeft Lid 5-0 >999 240 5-6 >999 180 4 Na We PLATES GRIP MT20 2441190 Weight: 101 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purling, BOTCHORD 2x6 SPM 26 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 6=0-3-8, 4=0-8-0 Max Harz 6=-05(LC 6) Max Uplift 6=-1259(LC 8), 4=-1259(LC 8) Max Grey 6=3284(LC 15), 4=3284(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-2079/803, 2-3=-2079/803, 1-6=-2042/820, 3-4=-2042/820 WEBS 2-5=-59711668, 1-5=-769/2131, 3-5=-769/2131 NOTES- 1) 2-ply trusslo be connected logetherwith 10d (0.131°x3°) nails as follows: Top chords connected as follows: 2x4 -1 raw at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-8-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless Otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCOL=6.0psf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This item has been 6)'This truss has been designed for a live load of20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will Tn between the bottom chord and any other members. electronically signed and 7) Provide mechanical connection (by others) of Wss to bearing plate capable ofwithstanding 100lb uplift atjoint(s) except (jt=1b) sealed by Finn, Walter, PE 6=12ss, a=12ss. using a Digital Signature. 8) Girder camestie-in spari 414-0 from 0-0-0 to 7-4-0 Printed copies of this LOAD CASE(S) Standard document are not considered 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 signed and sealed and the Uniform Loads (pll) signature must be verified Vert: 1-2=54, 2-3=-54, 4-6=-742(F=-722) on any electronic copies. Walter P: P) bra PE kii.22888; MiTekllSA, hi C@d BfJE,,: -- i8204 Parke.Ea60 Biyd:TampaPL 93818 Oaten May 19,2020 ®WARNING -vary den,lgnparameferseWREADNOTESONTHISANDINCLUDEDMRERREFERENCEPAGEMIIdd)3rav tm=O1SBETGREUSE. Design valid for dee only with ViT kO mnnenbn. This design is based only upon parameters shown, and Is loran Individual building component not a Moss system. Before use, Me building deaigner must venfythe applicability deesgn parameter and pmpedy incoryantethis design iota themarall building design. Erasion, Indicated is to prevent buWing of individual bui andlor shah members only. Additional temporary and permanentbracing MiTek' is always required! for stability and to prevent collapse W,lb passible personal Injury and properly damage. Forgenemlguidanceoegardingthe fabrication, derage, deliue,erecgon and bracingoftrusam and one systems. sea ANSI/fell quality coffers, DSB-89 andEC5l Building Component 69M Parke East Blvd. Safetylnfermagan available tram Tmsa Plate lnstiNte, 21a N. Lea Btreai Suits 312. Alexao,dne. VA 22314. Tampa,R W610 Job Truss Truss Type city Ply�JObTR,ference WATERSTONE T20255050 2349440 G7 Special Tuss 1 a tlonet Builders FirstSource (Plant City, FL). Plant City. FL-33567, 1ox16MT20HS II 2x4 II 8.240 a Mar 9 2u2U MI I ex mouSmes. Inc. we May 19 12:J22b zuzu &B = Sx8 = 4x6 = Scale=1:52.4 1.Sx8 STP = US II 101 W20HS = &B = 3x6 = Us = 3x12MT20HS i ]-0-0 1211 17-0,0 21-0-0 28-8-0 7-0-0 S0.0 5-0-0 4-0o 7-8-0 Plate Offsets (X Y)-- [2:0-2-9 0-1-8] 13:0-1-12 0-6-81 15:0-55 0 16:0-5-00-2-0] 112:0-0-0 0-1-12] r12:0-3-12 05-01 [13:0-1-12.0-0-01. 114:0-4-4.0-1-8] LOADING (psQ SPACING- 2-M CSI. DEFL. in (too) War L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.63 Vert(LL) 0.40 13-14 >853 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.5213-14 >665 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 Horz(CT) 0.11 8 We n/a BCDL 10.0 Code FBC2017/TP12014 Math% -MS Weight: 1521b FT=20% LUMBER - TOP CHORD 2x4 SP M 31 'Except' 5-6,6-7: 2x4 SP No.2 BOT CHORD 2x4 SP M 31 *Except' 2-12: 2x6 SP M 26 WEBS 2x4 SP No.3'Except' 6-11: 2x4 SP No.2 REACTIONS. (size) 2=0-8-0, 8=0-8-0 Max Horz 2=167(LC 7) Max Uplift 2=-1414(LC 8). 8=-970(LC 8) Max Grav 2=2566(LC 1), 8=1814(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied or2-6-10 oc puffins. BOT CHORD Rigid ceiling directly applied or 5-4-5 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1b) or less except when shown. TOP CHORD 2-3=5317/2822, 3-4=-5447/2957, 4-5=.5447/2957, 5-6=-4519/2428, 6-7=-2967/1600, 7-8=5358/1682 BOT CHORD 2-14=2345/4680, 13-14=-2368/4739, 11-13=-2023/4233, 10-11=-1768/3761, 8-10=1319/2922 WEBS 3-14=564/1393,3-13=-421/862, 4-13=-362/312, 5-13=931/1538, 5-11=-2778/1567, 6-11=-1453/2713, 6-10=-1361/693, 7-10=-512/1229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuit=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; hall 5ft; B=45ft; L=2411; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) The Fabrication Tolerance at joint 3 = 8 6) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chard and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ilt=lb) 2=1414,8=970. 9) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated loads) 218 lb down and 288111 up at 7-0-0, and 1281b down and 165 lb up at 9-0-12 on top chord, and 346 lb down and 1531b up at 7-M, and 66 lb down at 9-0-12, and 1501 lb down and 858 lb up at 9-11-4 on bottom chord. The desigNseleclion of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. v ite} P.F)ni No12838', MITek USA firm FL;Csd Hit 19904 Pirko ' May 19,2020 AWARNING -VMydeslgnparanreren erM REAO NOTES ON THISANOINCLUDEDSTITEKREFERENCE PAGE 114II-7473ra1 IWO17015BEFORE USE assess Desgn valid for use only with MmeM®conneden. The dedgn Is based only upon dimensions shwm, and is fur an IndNldual building wmponent not ��- a Muse system. Before use, the building designer must verify Me appllcablllly of dmgn paramebas and properly lax,orate this design into ffeoramll bulldingdesign. Bradnglndicafedisas prevent buuWingofIndivldualWvweb dinnercboNmembenanly. Addiora,y tlonaltempandpmmanentbrad,g MiTek' In alwap required for stab0iy and to prevent collapse WM possible persend Injury and property damage. Forgenenlguldancen,adin,the febtlgatlan, abrage,delivery, erection andbracing oltrwsea end trove eptama,see ANSVTPH Quality Otllwla, OSS49 and BCSI Building Component 604 Parke East Blvd. Se/aylnluma0on avaYablefromTmse Plat InabM 218N.LaeStreet Suite312,Alexandria.VA22314. Tampa, FL X610 Jab Truss Truss Type ON Ply LOT 31/2 WATERSTONE T20255050 2349440 G7 Special Truss 1 1 Job Reference (optional) Builders First$ource (Plant City, FL), Plant Cry. FL- 33567, 8.240 s Mar 9 2020 MiTek Industries. Inc. Tue May 19 W2 2:25 2020 Page 2 IDZYc6AOGNbVAfFo43ovp1T9ypvQSzrFOcrYBHYB03hsOgeWjjDegMegMsXd05 JO6zExFK LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=-54, 3-5=54, 55=-54, 6-7=-54, 7-9=54, 2-17=-20 Concentrated Loads (lb) Vert: 3=-138(F)14=346(F) 20=58(F) 23=41(F) 24=-1501(F) ®WARNING- Vedydeslgnpramereraend READNOMS ON TIOS AND INCLUDEDMI REFERENCEPAGEMII•7473mv. 11YD11015BEPoRE USE eareas Cars,Cars,valid for use only with MRefl® mnnecbrs. This design Is based only ...... meters shown, and Is fares Individual builting Wmppnmt not �r`■ a Wee stations. Before use, the building designer must voi the appllrablldy of design parameters and property Incorporate Nis design into lye overall bulldingdeslgn. among indicated is to prevent buckling of Individual must Web andlor Nord members only. Additional temparmy and permanent Wrong MO_ Asevere requiredfrstabiliy and he prevent collapse with possible poaonel Injury and prepedydama9e. Forgenealguidanceregarding Ne fabtlmuon, etoage, dtllvmy, erection and bmcNg of Weaea and Wes systems, see ANS11TPI1 Quality cfilrfe, 01 and BGSI Buili component 6904 Prke East Blvd. SsfirtylnformeDon eva0ablermm Tmss Platelnsfte.218N.Lee Street Suite312.M..x dda,VA22314. Tempe,R W610 Jab Truss Truss Type Oty Ply LOT31/2WATERSTONE T20255051 2349440 C Hip Truss 1 1 Jab Reference (optional) Builders FirstSource(Plant City, FL), Plant City. FL-33567. SiB - b.z4u 5 Mar V LULU MI1 eK Industries, Inc. 3x4 = 5x6 C 1920 4 21U 5 Is IL:JL:2b ZULU Scale=1:51.5 i$ 3x4 = 3x4 = 4x6 = 3x4 = 3x4 = Plate Offsets (X Y)— 12:0-0-e Edde7 [3:0-3-00-2-7][5:0-3-00-2-71 16:0-0-8 Edgel ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.98 Vert(LL) 0.28 10-13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Vert(CT) -0.42 8-10 >817 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Hort(CT) 0.07 6 rda Na BCDL 10.0 Code FBC2017/TPI2014 Matrix -AS Weight: 126 lb FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 6=0-8-0 Max Horz 2=191(LC 11) Max Uplift 2=-574(LC 12), 6=-574(LC 12) Max Grav 2=1133(LC 1), 6=1133(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-177111040, 3-4=-1527/1072, 4-5=1527/1072, 5-6=-177111040 BOT CHORD 2-10=-719/1516, 8-10=-840/1658, 6-8=-742/1516 WEBS 3-10=-42/435, 4-10=-311/216,4-8=-311/216, 5-8=-42/435 BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced mod' live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160imph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf, h=1511; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-4-0 to 1-B-0, Interior(1) 1-8-0 to 9-0-0, Extedor(2) 9-0-0 to 13-2-15, Intenor(1)13-2-15 to 19-8-0, Exterior(2) 19-8-0 to 23-10-15, Intedor(1) 23-10-15 to 30-0-0 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 podding. 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-" 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 10016 uplift at joints) except (jt=lb) 2=574,6=574. 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. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P:FimA MOIM9 NITek USA�6icFL tel16634- , .6904Pehe East Blvtl: TampiiFk V3616. 65ki May 19,2020 ®WARNING- Veney designparan,efen dead READ NOTES ON MIS AND INCLUDED MREI(REFERENCE PAGE Mll-7473 rev. 104032015 BEFORE USE sessee Design valid for use only mh MTeW conneotom. This design Is based only upon parameters, sham, and a far an individual building eme,m st. not �� a truss system. Before use, Me building designer must verify Me applirabilllyof design parameters and properly incorporate this resign into Meovema buildingdesign. Braclrg Indicated is to prevent molding of individual buss web andlor choml members only.Additional temporary and permanent bracing WOW is always required far stabi0yand to prevent collops imili possible personal injury and pmpertydamage. Far general guidance regarding the fabncalon, storage, delivery. erectton and boxing oflasses and truss sydams,see ANSVTPII Dually Create, DS8419 and BCS1 Building Component 69M Pade East Blvd. Sareylnformagan avagable Tram Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL U610 Job Truss Truss Type Oty Ply LOT 31/2WATERSTONE T20255052 2349440 G11 Hip Truss 1 1 Jab Reference foictionalf Builders FilstSoume (Plant City, FL), Plant City, FL-3356T 8.240 s Mar 92020 MITek Industnes, Inc. Tue May 1912:32:19 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-0pT_8YmnbRoll80j4aX5TIPplEdySyR7j2s4d2zExFO -1-0-0 6-6-0 11-0-0 15-0-0 15.9- 18-5-8 22-0-15 28-8-0 30-0-0 -0-0 ~ a-0� za-0 a-o-s sa-2 1-v40 Stale=1:53.0 5x6 = 44 = 4 23 5 64x6 = 4x6 = 3x6 = 3x4 = 3x4 = 3x8 = 3x6 3xS = Plate Offsets (X Y)—. f4:0-3-00-2-0) (9:0-2-9 0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in (Joe) /dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.24 11-20 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.51 11-20 >675 180 BCLL 0.0 ' Rep Stress Incr YES Wit 0.27 Hoa(CT) 0.07 9 n/a n/a BCDL 10.0 Code FBC2017rTPI2014 Matrix -AS Weight: 156 lb FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-8-0, 9=0-8-0 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. Max Ho¢ 2=-228(LC 10) Max Uplift 2=574(LC 12), 9=-574(LC 12) Max Grav 2=1133(LC 1), 9=1133(LC 1) FORCES. (Ib)-Max.Comp./Max. Ten. -AU tomes 250(I1b) or less except when shown. TOP CHORD 2-0=1883/1187, 3-4=-1682/1118, 4-5=-1366/1019, 55=-1463/1074, 6-7=-1385/992, 7-8=-1599/1027,8-9=-1879/1191 BOT CHORD 2-14=-906/1654, 12-14=-596/1296, 11-12=573/1444, 9-11=-935/1650 WEBS 3-14=364/377, 4-14=-212/490, 5-12=-256/401, 6-12=499/345, 7-11=-254/509, 8-11=-388/383 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=15ft; Ili L=24ft; eave=5ft; Cat II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extermr(2)-1-40 to 1-8-0, Interior(1) i-8-0 to 11-0-0, Extenor(2) 11-M to 15-9-8, Interior(1) 15-9-8 to 185-8, Exterior(2) 18-5-8 to 22-7-9, Interior(1) 22-7-9 to 30-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.. 5) ' This huss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except T=lb) 2=574,9=574. 7) This truss design requires that a minimum of 7116" stmctural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not Considered signed and sealed and the signature must be verified on any electronic copies. Waaal P)Fihn4Nezz62e; MiTek USA, Inc rl.cid 66"A - �69114Parke East BIvd:Tampz FL3361U- Dadat �- May 19,2020 ®WARNING- Irs"irdesignparama dmand READ NOTES ON THISAND INCLUDED MITER REFERENCEPAGEMII.7473m, 1hb37DISBEFORE USE Design valid far use onlywit, MRd o, connection. This design Is based only upon parameters shown, and a for an individual budding component, not ��- atrues system. Before use, the building designer must verify fire applicability of resign parame@n and property incorpondethis design ialo Na overeA buildingdesign. Bmdng indicated is b prmrent bucking ofindaiduel cause web anllorchord members only. Additional temporary and permanent bradrq MiTek" is always scaled drstabiliy and to preventcollapse wlih possible personal injury and property damage. For Mandrel guidance regarding the falumanon, skrage,delivery, erection and bracing oftrusses and buss systems. see AN6UTPIf Ouallfy CrifeNa, DSB49end BCSl Building Component 69B4 Parke East Blvd. Saleylnrwmagw available ham Toss Ptate Income, 218 N. Lee Street Suite 312, Measurable, VA 22314. Tampa, R U610 Job Truss Truss Type Qty Ply LOT 3112WATERSTONE T20255053 2349440 G13 Special Truss 7 1 Job Reference (optional) Builders Fimsource (Plant City, FL), Plant City, FL-33567. 8.240 s Mar 92020 MIIex Inaustnes, Inc. I ue May 19 12:32:29 2020 Page 1 I0:ZYc6AOGNbVAfFo43ovpJT9ypvsQ-601 MLunPMlwuwlovdH2KOyxxRduBGXHyiod9UzExFP -1-0-0 7-75 13-0-0 17.9-8 20-54 28-8-0 30-0-0 1-0-0 ]-7-5 5-0-11 4-9-8 2.8-0 8-2-8 14-0 4x6 = 6.00 12 Scale =1:114.0 3x4 = 3z4 = 4x6 = 5x8 = 2.4 II 3x4 = 9-2 17-94 9-0 8-74 20-0 28--2B4-0 I Plate Offsets (X,Y)— 12:0-0-4,Edae1 13:0-3-0.0-3-01 16:0-2-4,0-5-81. 17:0-0-8,Edge1 LOADING (pso SPACING- 2-0-0 CsL DEFL, in (loc) Ydefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.22 10-12 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.85 Vert(CT) -0.4010-12 >855 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 HOR(CT) 0.06 7 Na We BCDL 10.0 Code FBC20171TP12014 Matrix -AS Weight: 141 Ito FT=20% LUMBER. TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 2=0-e-0, 7=0-8-0 Max Ho¢ 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max Grav 2=1133(LC 1), 7=1133(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. FORCES. (Ib)-Max. CompJMax.Ten. -All tomes 250(Ib) or less except when shown. TOP CHORD 2-3=-1845/1028, 3-4=-1714/1071, 45=-1994/1328, 5-6=-1716/1086, 6-7=-1812/1034 BOT CHORD . 2-12=-712/1731, 10-12=-416/1196, 9-10=-753/1565, 7-9=-753/1559 WEBS 3-12=402/399, 4-12=319/748, 4-10=-666/1098, 5-10=988/711, 6-10=-136/439 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterlor(2)-1-4-0 to 1-8-0, Interior(l) 1-8-0 to 13-M, Exterior(2) 13-0-0 to 16-M, Interior(1) 16-0-0to 20-5-8, Extenor(2) 20-5-8 to 23-5-8, Interior(1) 235-8 to 30-0-0 zone;C-C for members and fames & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 10.0 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, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift atjoint(s) except (jt=lb) 2=574, 7=574. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 112" gypsum sheetmck be applied directly to the bottom chord. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WA&t P: Fmn PE}fo.lSB04 AtTek USA Idc: FL Cod 6634,,. �6904Paris East Blvd:Tampa FL 3191a. 0ate:. May 19,2020 ® WARNING -VeNly design parameters all READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGE MD-7473 rsy.(MD32015 BEFORE USE aaaaa Design valid far use only with MReW connectors. This design is based only upon parameters shown, and m for an Individual building component, rot ��• a truss system. Before use, Me building designer must verify the applicability of design parameters and pmpedy Incorporate foie design into the overall buildiagdesign.Bm6r, indicated is to prevent buckling of individual truss web andlor chord members only. Addieanal temporary and pmmenentb,adW MiTek' Is always mound! testability and to proventcollapsawsh possible personal injury and pmpeay damage. Fargeneralguidanoeregmongthe fabdoatomstorage,delivery, erection and bracingottrusweand trusssysta,ns,see ANSWP/f Quality Creeda, DS849 and SCSI B (ding Component 69M Palle East Blvd. Saysrylnl uVon avalablefmm Tmss PlafelnstNte.218N.Lee Sft t,Suite312.Nl.x dda,VA22314. Tampa,R M610 Job Truss Type 'I"'PIyT20252349440 TG�15 Special Truss t 1 Job Reference o lional Builders FirslSource (Plant City, FL), Plant City, FL - 33567, a.z4u s mar s zum mu ex mousmes, Inc. I ue may 1e 12:32:2 i zam rage 1 ID:ZYc6AOGNbVAfFD43ovpJr9ypvsoaCbkYEu17221YRN5B?ZaYAUG81 Hnw=QAMLBhx,,ExFO 7-73 13-0-0 19-9-8 22 1 28-B-0 30-0-0 1-0-0 ]-]-5 5-0-11 6-9-B 2-e-0 6-2-8 4x6 II 6.00 1112 Scale=1:54.0 3x4 = 3x4 = 4x6 = 5x8 = 2x4 II 3x4 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 a BCDL 10.0 SPACING- 210-0 Plate Grip DOL t.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017rTP12014 CS'. TC 0.70 BC 1.00 WB 0.52 Matrix -AS DEFL. Veti(LL) Vert(CT) Horz(CT) in (too) Well L/d -0.40 10-12 >855 240 -0.7410-12 >465 180 0.06 7 nla MIS PLATES GRIP MT20 2441190 Weight: 139 to 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 WEBS IRaw at midpt 4-10 REACTIONS. (size) 2=0-8-0, 7=0-8-0 Max Holz 2=265(LC 11) Max Uplift 2=-574(LC 12), 7=-574(LC 12) Max G. 2=1133(LC 1), 7=1133(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ito) Or less except when shown. TOP CHORD 2-3=-185011005,3-4=-1726/1047,4-5=-2495/1542, 5-6=-2092/1228, 6-7=-1923/1093 BOT CHORD 2-12=-699/1761, 10-12=-414/1209, 9-10=834/1663, 7-9=-831/1660 WEBS 3-12=-390/389,4.12=-293/790,4-10=-851/1508,5-10=13311929, 6-10=-307/775 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=241%eave=511; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and G-C Exlerior(2)-1-4-0 to 1-8-0, Interior(() 1-8-0 to 13-0-0. Extedor(2) 13-M to 16-0-0, Interior(1)16.0-0 to 22-5-8, Exterior(2) 22-5-8 to 25-5-8, Interior(1) 25-5-8 to 30-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed 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-M wide will fit between the bottom chard and any other members, with BCDL=10.Opsf. This item has been 6) Provide mechanical connection (by others) Of truss to bearing plate capable of withstanding 100111 uplift atjoint(s) except (I=1b) 2=574, 7=574. electronically signed and 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the lop chord and V2" gypsum sealed by Finn, Walter, PE sheetrock be applied directly to the bottom chord. using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WalterP Finn PE N6.22839, NTekusA,rno-FL,c.dasy[, '8904 Pedte Eiet BIvtl:TamliaFl93B10; Date: May 19,2020 ® WARNING- ,eNydesig pmematersarMREADNOTESONTNISANDINCLUDEDMDEKREFERENCEPAGEMII.7473 .1NOaQ015BE REUSE sesse Design valld for use onlyerth MmeW connedom. This resign is based only upon parameters shown, and is for an individual building component not �s a train, system. Before use, the building designermust venry Me applirabile of dmgn parameters and propady Incoryorete Mrs design into Me overall buildingdesign. Gracie, Indicated is to proven bulling of ndividual new web and/or chain members only. Addurnal temperary and pelmanentbmde, MiTek' Is always required for edibility and W prevent collapse wl possible personal injury and property damaga For general guidance regarding Me fabdcaton.storage,delivery, erection and bracing of busess and Mass systeme,see ANSI/TPH cousin, Criteria, OSB49 and SCSI Building Component 6904 Pmke East Blvd. Safetyleformatlon ava'leble W m Truss Plate in.bWt., 218 N. Lee street suite 312, Al..a dd., VA 22314. Tampa, FL 36610 Job Truss Tmss Type Qty Ply LOT 31/21NATERSTONE T20255055 2349440 G17 Rcof Special 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City, FL-33567, 46 = 824U s Mar U ZUZU MIIeK Industries. Inc. Iue Scale=1:52.9 Us = 3x4 = 3x4 = 3x4 = 5x8 = 2x4 11 3xd = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress nor YES Code FBC2017/TPI2014 CS1. TC 0.51 BC 0.76 WB 0.54 Matrix -AS DEFI.. Vert(L) Vert(CT) Hom(CT) in (too) I/dell Ltd 0.18 10-11 >999 240 -0.3413-16 >999 180 0.07 7 n1a n1a PLATES GRIP MT20 244/190 Weight: 142111 FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-8-0,7=0-8-0 Max HD¢ 1=-258(LC 10) Max Uplift 1=-471(LC 12), 7=-574(LC 12) - Max Grav 1=1053(LC 1), 7=1128(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(I1d) or less except when shown. TOP CHORD 1-2=-1817/1022,2-3=-1668/1069,3-4=-1805/1132,4-5=-2869/1684,5-6=-2466/1420, 6-7=-2008/1141 BOT CHORD 1-13=-69711654, 11-13=395/1164, 10-11=-848/1804, 9-10=-90111759, 7-9=-901/1754 WEBS 2-13=397/397,3-13=-319/691,3-11=-496/932,4-11=-669/551, 4-10=-651/1102, 5-10=1364/856, 6-10=-506/932 NOTES- 1) Unbalanced roof live loads have been considered forthis design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-M, Interior(1) 3-M to 12-10-0, Exteror(2) 12-10-0 ' to 15-10-0, Interior(l) 15-10-0 to 24-3-8, Exterior(2) 24-3-8 to 27-3-8, Interior(i) 27-3-8 to 29-10-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chard live load nonconcument with any other live loads. `This This item has been 5) truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. electronically Signed and 6) Provide mechanical connection (by others) of truss to hearing plate Capable of withstanding 100111 uplift at joint(s)except (V-1b) sealed by Finn, Walter, PE 1=471, 7=574. using a Digital Signature. 7) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum Printed Copies Of this sheetrock be applied directly to the bottom chord. document are not considered signed and sealed and the signature must be verified on any electronic copies. tt9liw P: Finn PE No.ilW9; M, rak usbA, Inc FL Cert68M', 6904 Parke East BgLTampa F0916til Oak, May 19,2020 ,& WARNING -VeNfy deal9n Parameters and READ NOTES ON MIS AND INCLUDED IWEKRETERENCE PAGE MO-7473 bey. laNumul; BETORE USE sesses Design valid or use only earth MTeM connectors. This design is based only upon parameters show, and is bar an individual buildingcomponerd out ��• Mass ss system. Before we, tine building designer must verify Ne applicability of design parameters and property incorporate Me design into the overall buildingdesign. among adcaed is to prevent bulging of individual buss web mdlar chard members only. Additional temporary and permanentbmcing MiTek_ Is always required krstability and to prevent wllapsewith passible personal m1my and opeMdamage. Forgeneralguidameregardingthe fabdwgon, storage, delivery, ereceon and bracing of basses antl truss systems, aee ANSUTP11 Quallly Crinala, DSB-89 and BCS1 Building Component 6904 Parke East Blvd. Safefylnformatlon ava'lablefiom Trvsa Plate lnsBWte.218 N. Lee Street, Suite 312. AJexandda, VA 22314. TamPa,R U610 Job Tress Truss Type oty Ply LOT 31/2 WATERSTONE T20255056 2349440 G19 Roof Special Girder 1 1 Job Reference o gonal Builders FlrstSource(Plant City, FL), Plant City, FL-33567, Id 8.240 a Mar 92020 MITex IneustneS. Inc. 1ue Mav 19 IZzZ23 ZOZU 46 = Scale-1:52.6 8.00 12 ix4 \\ q8 2 4 5x8 = 5x8 = 5 (� 1.5x8 11Pi - - 8 13 20 12 21 11 In g 3x4 = 3x4 = 3x4 - 6x6 = 2x4 I 3x4 = 3x4 i 9-2-0 I 164i-0 23-7-8 26d4 28E-0 9-2-0 ]d-0 7.1-8 2-8-0 2-24 Plate Offsets (X Y)-- t4:0-35 0-3-11 16:0-6-0.0-2-81 LOADING (psf) SPACING- 2-0-0 C51. DEFL. in (too) Vde0 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) 0.33 10-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.5010-11 ,684 180 BCLL 0.0 Rep Stress Incr NO WB 0.87 Hom(CT) 0.07 7 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS Weight: 141 lb FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2'Exmpt' TOP CHORD Structural wood sheathing directly applied or 2-6-9 oc purlins. 3-5: 2.4 SP No.1 BOT CHORD Rigid ceiling directly applied or 6-10-3 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=0-6-0, 7=0-8-0 Max Horz 1=-258(LC 6) Max Uplift 1=-470(LC 8), 7=-571(LC 8) Max Gav 1=1048(LC 1), 7=1075(LC 1) FORCES. (Ib)-Max. CompJMax.Ten. -All forces 250(lb) or less except when shown. TOP CHORD 1-2=-1809/834, 2-3=1660/879, 3-4=-1815/945, 4-5=-4072/1885, 5-6=-337111495, 6-7=-1958/889 BOT CHORD 1-13=-571/1625, 11-13=-291/1133, 10-11=-686/1811, 9-10=-690/1729, 7-9=689/1723 WEBS 2-13=-400/365,3-13=.288/692, 3-11=-416/934,4.11=647/481,4-10=-99612195, 5-10=-1968/1001, 6-10=-759/1807 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124ni TCDL=4.2psf; BCDL=6.0psh net5ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 all by 2-M wide This Item has been will fit between the bottom chord and any other members, with BCDL=10.0psf. 6) Provide mechanical connection (by others) oftruss to bearing plate capable ofwhhstanding 100lb uplift atjoint(s) except (it -lb) electronically signed and 1=470, 7=571. sealed by Finn, Walter, PE 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loggia) 26111 down and 14316 up at using a Digital Signature. 26-3-8 on top chord, and 221b up at 26-2-12 on bottom chord. The design/selection of such connection device(s) is the Printed Copies of this 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). document are not considered signed and sealed and the LOAD CASE(S) standard signature must be verified 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 on any electronic copies. Uniform Loads (plf) - . Vert: 1-3=-54,3-5=-54,5-6=54, 6-8=-54, 14-17=-20 Wager P:PimIPik I:w23838', Concentrated Loads MTek GSA, Gig FL Carl964. ., Vert: )9 Vert: 6=54(B)9=4(B) :6904Park; East Blvtl:TampdFL318101 bate_: May 19,2020 ®WARNING-VedydeslgnparamefersaMREAD NOTES ON TNISANDINCLUDW MITE6 REFERENCEPAGE 111IIJ4Tlrsv. IMMO15 BEFOREUSE sesses Design valid far use onlywit, MRek® cereactors. This design Is based only upon parameters shown, and is for an Individual building component net ��- a buss system. Bureau we. Ne building designer must vedfy 0m applicabllityof dparameters and parameteand pmpedy lduenmmorste this design Into e overall bulldingdesign. Bmdtl indiratedisbpmventbucdingothdiAdualbussweband/orchoNmembar only. Additional tempamry and pmmanentbrade, M!Tek' I. always maeredcrsal,floymil topmvmtwllapse vAh pwsibie personal injury and properly damage. For general guidance regarding one fabdatlon,storage, ddmmy, erecdon and bracing of Wsses and truss eysure,see ANSYnall Qually Cr/i DS649 and Beat Building Compomnl 6904 Parka East Blvd. Sefelylnrmmagon available hem Truss Puts Institute. 218 N. Lea Street, Suite 312, Alexandra, VA=314. Tampa, FL W610 Job Tmss Truss Type Cly Ply LOT 31/2 WATERSTONE T20255057 2349440 Pas GABLE 1 1 Job Reference o tional Builders FlrstSource (Plant City, FL). Plant City, FL-33567, a.2au a Mar 92uzu MI IeK Industries, Inc, Ius may la i2:oczl into rage i ID:ZYc6AOGNbVAfFo43ovpJTgypvs0-PMyOpHsoluovGMrFYFg_dRkikSZCKbWJZIoVvazExFI Scale=1:14.6 2x4 = I 3x6 II 2x4 II LOADING (psf) SPACING- 2-M CSI. DEFL. in (too) VdeO L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) Na - n/a 999 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Vert(CT) n/a - rda 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Hoa(CT) 0.00 n/a Na BCDL 10.0 Code FBC20177TPI2014 Matrix-P Weight: 17 lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 P WEBS 2x4 SP No.2 BOTCHORD OTHERS 2x4 SP No.3 REACTIONS. (size) 1=4-M, 4=4-0-0, 5=4-0-0 Max Hum 1=105(LC 12) Max Uplift 4=32(LC 12), 5=-114(LC 12) Max Graf, 1=57(LC 1), 4-55(LC 17), 5=195(LC 17) FORCES. (Ib)- Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD 1-2=-273/76 WEBS 2-5=-151W2 Structural wood sheathing directly applied or4-M do pudins, except end verticals. Rigid ceiling directly applied or 10-M cc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.0psf; h=15ft; 8=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Comer(3) 0-0-0 to 3-0-0, Exteriar(2) 3-0-0 to 3-10-4 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 3) Gable requires continuous bottom chord bearing. 4) Gable studs spaced at 2-M cc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Lumber designated with a "P" is pressure -treated with preservatives. Plate lateral resistance values have been reduced 20% where used in this lumber. Plates should be protected from corrosion per the recommendation of the treatment company. Borate or other suitable treatment may be used if R does not corrode the plates. If ACC, CBA, or CA-B treated lumber Is used, improved corrosion protection is required, and G185 galvanized plates may be used with this design. Incising factors have not been considered for this design. Building designer to verify suitability of this product for its intended use. 8) Provide mechanical connection (by others) of truss to bearing plate capable ofwfthstandin9100 Ib uplift atioint(s) 4 except (jt=11d) 5=114. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wai P:Fibn PEKoman MiTek USA;GLrLCed B*_ -- !6604 Parke EdstBlvd:Tampa Fh 33610: b5ki ' May 19,2020 ®WARNING-VarlydaefgapammsfarserMREAD NOTES ON MIS AND INCLUDED MINUIREFE1ENCEPAGEMIId473 mv. IMM015 BEFORE USE asseas Design valid far use only with Mni connectors. True design Is based only upon "mmetem shaven, and Is for an Individual building composed, net �R� ■` uss a trsystem. Before use, be building assigner must verify be applicability of design parameters and properly Incorporate me dual, Into be overall bulldmadeslgn. Bracing lndicaled is to prevent buaing of lndlAdual Wu web imWei-chord members only. Additional temporary and permanentbracm, MiTek' Iaalways roeulredfar instantly and to proventcollapsaMb rs possible peonal injury and pmpeM damage. For general guidance regarding me fabdcstbn.games. delivery,erecdonand bracing of Mass anti truss systems, sea ANSVTPII Ovally CdfWa, MB49 and BCS1 Building Component 69M Pad. East Blvd. Saralyfnymmagon available1mm Tmss PlateInstiNte,218N.Lee Street,Suite312,M.e dda,VA22314. Tampa, FL M610 Job Truss Truss Type oty Ply LOT 37/2 WATERSTONE T20255058 234WO H3 Jack -Open Truss 2 1 Job Reference c tional Builders FirstSource (Plant City, Fry, Plant City, FL-33567, d.zAu s mar a zuzu mu ex mausmes, Inc. I ue may Ia IzaZzI zuzo rage i ID:6gD I0H2OVeg 1 Nkl sxoNemzyuULe-PMyOpHsojuavGMrFYFg_oRkFpSXWKGZJZIoWazExFI -1-10-10 4-2-15 1-10-10 4-2-15 Scale=1:12.7 4-2-15 LOADING (psU SPACING- 2-M CSI. DEFL. in (too) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.01 2-4 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 Be 0.15 Vert(CT) -0.02 2-4 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Hom(CT) -0.00 3 n/a Na BCDL 10.0 Code FBC2017rTP12014 Iv in-P Weight: 16 lb FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or4-2-15 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oo bracing. REACTIONS. (size) 3=Mechanical, 2=0-3-0, 4=Mechanical Max Horz 2=133(LC 8) Max Uplift 3=-51(LC 5), 2=-208(LC 8) Max Grav 3=67(LC 1), 2=238(LC 1), 4=66(LC 3) FORCES. (Ib)-Max. Comp./Max. Ten. - All fames 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=15ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; Encl., GCpi=0,18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Indusay Gable End Details as applicable, or consult qualified building designer as per ANSlrrPI 1. 3) Gable studs spaced at 2-0-0 oc. 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 3 except Ut=lb) 2=208. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 301b down and 84lb up at 1-5-4, and 30 It, down and 84lb up at 1-5-4 on top chord, and 23 Ib up at 1-5-4. and 23111 up at 1-5-4 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-54, 2-4=-20 Concentrated Loads (Ib) Vert: 5=48(F=24, B=24) 6=23(F=11. B=11) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waller P: Finn PE No.231139. Mn.k USA; Ine.FL Ced60S3, . 10804 sake Eaat Blyd:Tampa FL 31410. Data: May 19,2020 AWAWINO- Verirydaslgn parameters mMREAD NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE MII-7473rn, 100=015 BEFORE USE Dcagn valid for use oNywiN Mirow oormetlom. TN. design is based only upon parameters sham, end B bran individual building oemponaq rest ��- Musa system.Beforeuse, the building designer must vasty Me applicability of design pammetera and property Incorporate Pis design Into Ne o fl boldingdesign.Brad, Adlceted I. to prevent budd1n0ofindniduel WsawabenNar chord members only. Additional temporary and permaneatbradng MiTek' is always required for stability and to preventcollapee with possible personal injury, and properlydamage. Forg.remIguldancrtmardirg Ne Moriration..erage,dem.ay. smaden end bracing of W... and ton. ayneq msee ANSI/TPIf Quality Criteria, DS849 and SCSI BWIdIng Componanl 691 Pade East Blvd. Se/eyrnro mallen available (mm Tmes Plate Ina4Wte, 210 N. Lee Street. Suite 312. Alesandda. VA 22314. Temp., R U610 Job Truss Truss Type oty Ply LOT3112WATERSTONE T20255059 2349440 His Jack -Open Truss 2 t Job Reference o gonal Builders FirstSource(Plant City, FL), Plant City, FL-33567. 8.240 s Mar 9 2020 MTek Industries, Inc. Tue May 1912:32:28 2020 Scale=1:17.4 7-o-ia LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vde8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.67 Verl(LL) 0.12 4-7 >681 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.20 4-7 >411 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Hoa(CT) -0.00 3 me me BCDL 10.0 Code FBC2017rrPI2014 Matrix -MP Weight: 25 He FT=20% LUMBER- BRACING. TOPCHORD 2x4 SP No.2 TOPCHORD Structural wood sheathing directly applied or 6-0-0cc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (size) 3=Mechanical, 2=0-11-5, 4=Mechanical Max HDa 2=188(LC 8) Max Uplift 3=-148(LC 8). 2=-235(LC 8) Max Grav 3=159(LC 1), 2=321(LC 1), 4=130(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Ops1; h=15ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed fora 10.0 psf bottom chord live load noncencurrent 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) Refer to girders) for bass to truss connections. 5) Provide mechanical connection (by others) of Imes to bearing plate capable of withstanding 100 He uplift at joint(s) except (jt=1b) 3=148,2=235. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)18111 down and 55111 up at 1-5-4, 30 Ito down and 84111 up at 1-5-0, and 22 to dawn and 112 Ito up at 4-3-4, and 3I11 down and 70 lb up at 4-3A on top chord, and 23 lb up at 1-5-4, 23 lb up at 1-5-4, and 16 lb down and 6111 up at 4-3-4, and 11 lb down and 7 to up at 4-3-4 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 (F) or back (B). LOAD CASE(S) Standard This item has been 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 electronically signed and Uniform Loads (pill sealed by Finn, Walter, PE Vert: 1-3=54, 4-5=-20 using a Digital Signature. Concentrated Loads (Ib) Vert: 8=55(F=24, B=31) 9=-7(F=15, B=-22)10=23(F=11. B=11) 11=-14(F=-5, B=-8) Printed copies Of this p document are not considered signed and sealed and the signature must be verified on any electronic copies. Wakes NFInn PE Ko128W MTek USA; Inc FLCIA 6B34-, :6804Park@ East Blvd.Tan FL 33816 Data: ' May 19,2020 ®WARNING- Verlfyciestgnparnmesamand READNO7ES ON rHIS AND INCLUDED MNENREFERENCE PAGE MIA7473mw faG=oi5BsyoRE USE seess Design valid for use only with MITeM oormecmra. TNs deeign is barred only upon parameter shown, and as form individual building esmponenL rot ��� a buss system. Before use, the building designer must verify the epplicabllltyd design parameters and property Incorporate this design into me overall bulldngdeslgn. Braeleg Indicated is to prevent backlog of Individual Wss web under chord member only. AdditionaltemporryandpeminrentbraJag Welk" is always exeiredfor stability and to prevent collairsewilb passible personal injury and property damage. For general guidance regarding the relaxation, emerge, delivery. mousse and bracing offenses and buss systems, sea ANSUAR11 Or.1m, Crifeda, 0.5E-89 and BCSl Belding Care anent 6904 Parke East Blvd. Sdafyinhumafice evadable term Terse Plate lnsdmte,210 N. Leo Street, auto 312, Alexandria, VA M314. Tampapi M610 Jab Tress Truss Type City Ply LOT3111WATERSTONE T202550fi0 2349440 H7 Jack-Opea Tress 3 1 Job Reference (optional) Builders FirslSource (Plant City, FL), Plant City, FL- 33567. 8.240 s Mar 9 2D20 MITek Industries, Inc. Tue May 1912:32:29 2D20 Page 1 ID:2Yc6AOGNbVAfFo43ovpJTgypv Q4.k4m Ezu2EW2dVg_efgiStspbYG9OoU7bOcHc_TzExFG -1-10-ip 571-1 9-00-13 r i-70-10 I &17-1 3-11-11 Scale=1:22.9 Io . 1 Plate Offsets (X Y)-- (2:0-0-7 Edcel LOADING last) SPACING- 2-0-0 CSI. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.29 Vert(LL) -0.02 7-10 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.05 6-7 >999 180 BCLL 0.0 ' Rep Stress her NO WB 0.25 Ho z(CT) 0.01 5 We We BCDL 10.0 Code FBC2017frP12014 Matrix -MS Weight: 421b FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-11-5, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-108(LC 8), 2=-267(LC 8), 5=-141(LC 8) Max Gmv 4=103(LC 1).2=448(LC 1), 5=344(LC 1) FORCES. (lb) -Max. CompJMax.Ten.-All tomes 250(lb) Or less except when shown. TOPCHORD 2-3=.629/235 BOT CHORD 2-7=298/572, 6-7=298/572 WEBS 3-7=0/332, 3-6=560/344 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. NOTES- 1) Wind: ASCE 7-10; Vu1t=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf, BCDL=6.OpsF h=15fl; B=45ft; L=2410 eave=5ft; 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 fora 10.0 psf bottom chord live load noncorn ument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-M wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to buss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 IS uplift at joint(s) except at -lb) 4=108,2=267,5=141. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 lb dawn and 84 IS up at 1-5-4, 30 lb dawn and 84 IS up at 1-5.4, 3 Ib down and 701b up at 4-3-4, 3 to down and 70 lb up at 43-4, and 52 lb down and 141 lb up at 7-13, and 52111 down and 141 It, up at 7-13 on top chord, and 231b up at 1-5-4, 23 Ib up at 15-4, 11 IS down and 7 Ill up at 43-4, 11 lb dawn and 7lb up at 4-3-4, and 51 lb down at 7-1-3, and 51 Ib down at 7-13 on bottom chard. 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 (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p[Q Vert: 14=-54, 53=-20 Concentrated Loads (Ib) Vert: 11=48(F=24, B=24)12=30(F=15, B=15) 13=-104(F=-52, B=52)14=23(F=11, B=11) 15=-11(F=-5, B=-5)16=-51(F=-25, B=-25) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wblier F: Finn PE NoM830; MiTsk U5A; Ina. FL' Cart 6s]4 '69041parke East Blvd. Tampa FL 3141d Oak_: May 19,2020 A wARNING- yedrydesrgapenmetereuMREAD NOTES ON TMSANDINCLBDEDMREI(REFERENCE PAGE MII-7473res. IN0.V2015SEFORE USE Design said for use ordywiM Millek®connectom. This doss, Is based oalyupon pammeters shown, and u for an Mdivldual building component. rot ��' a hose system. Before use, Me building designer must verify Me appllwbility of design parameters and propedy Incorporate Nis design Into Me overa0 buedingdealgn.BmdV lndlosted is to prevent buakling ofindividual truss web andlar chard members only, Additional tempomry and permanent bmdng MiTek' Is always required for stability and to prevent collapse wiM possible personal injury and pmpedy damage. Forgenereguidanceregarding Me fabdfstion, storege,delivery emcdon and bracing oftnases and trues eystens,see ANSVTP11 Quality Cdtede, DSB.99 and BCSl Building Component Sped PaAe East Bled. Sofelyinlwmadon available from Times Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandre, VA M314. Tampa. FL U610 Job - Truss Truss Type Oty, Ply LOT 31/2 WATERSTONE T20255061 2349440 HN Jack -Open Truss 1 1 Job Reference (optional) Builders FirstSource(Plant city, FL), Plant City, FL-33567. 3x4 8.240 s Mar 9 2020 Mi Tek Industries, Inc. Tue May 19 12:32:30 2020 Scale =123.2 Id up 6-6.4 3-0 9 LOADING (psf) SPACING- 2-0-0 Cat. DEFL. in (too) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Vert(LL) 0.12 6-7 >998 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.86 Vert(CT) -0.14 6.7 >843 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.20 Horz(CT) 0.01 5 WE WE BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 381to FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-7 cc Turing. BOT CHORD 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 8-0-10 cc bracing. WEBS 20 SP No.3 REACTIONS. (size) 4=Mechanical, 2=0-10-3, 5=Mechanical Max Horz 2=241(LC 8) Max Uplift 4=-86(LC 8), 2=-261(LC 8), 5=-174(LC 8) Max Gary 4=95(LC 1), 2=448(LC 1), 5=352(LC 1) FORCES. fib) -Max.Comp./Max. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 2.3=-1048/465 BOT CHORD 2-7=-550/985, 6-7-5341932 F WEBS 3-7=-20/472, 3-6=-1005/565 NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; 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 psf 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) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 2 considers parallel to grain value using ANSI7TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at)oint(s) 4 except (it=lb) 2=261, 5=174. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 34 lb down and 82 lb up at 1-5-4, 34 Ito down and 82 lb up at 1-5-4. 0 Ib down and 73 Ito up at 4.3-4, 0 lb down and 73 lb up at 4-3-4, and 52 Ito down and 145 Ito up at 7-1-3, and 5216 down and 145 lb up at 7-1-3 on top chord, and 23 lb up at 1-5-4. 23 lb up at 1-5-4. 11 lb down and 7lb up at 4-3-4. 11 lb down and 7 lb up at 4-3-4. and 51 lb down at 7-1-3, and 51 Ito down at 7-1-3 on bottom chord. The design rselection 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: 14=-54, 5-8=-20 Concentrated Loads (Ito) Vert: 11=48(F=24, B=24) 12=30(F=15, B=15) 13=-104(F=-52, 13=52) 14=23(F=11. B=11) 15=11(F=-5, B=5) 1"l(F=-25, B=-25) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Waher P: Flim P.E t7e22839. MITak USA, Inc FLcart 68u ,. 16904 Parke EastBlvd:TampaFL33610- Date:. May 19,2020 WARNING.Ved7VdeslgnpalamnesexeMREAD NOTES ON This AND INCLUDWMITERREFERENCEPAGEMBd473mv. M31015BEFORE USE Deal, valid for use only wit Mmek connectors. This design is based only upon parameters shown, and is far an individual building comFanenh net a truss system. Before use, the building designer must verify Me applicability of design parameters and property Incorporate Nis design Into theoverall buldingdesign BrdMbdicatedistopmentbucldingaflndmdualWwmbandlar AoNmembmonly. Additional temporary and permanent union, M!Tek' isease, re.uiredfor stability and to pmventcollapsaWth passible personal injury and pmpeM damage. Forgeroodguidanceregmdingthe fabdration, storage, delivery. erection and bracing of trusses and hues systems, sae AMSDTF11 Quality Criteria, DSBA9 and BCSI BuilAng Component 6904 PeAe East Blvd. SsfetylnfmmWon mrailablefmm Tram Pbatelnebtute,218 N. Lee Strest, Suite 312. Alexandix%% 2314. Tampa, FL W610 Job Truss Truss Type Qly Ply UOT31/2WATERSTONE T202550fi2 2349440 K01 Hlp Truss 1 1 Job Reference o tional Builders FlrstSource(Plant City, FL), Plant City, FL-33567. b.z4u s mar a zuzv mnex industries, Inc. I us may 19 icscs 2020 rage, ID:2Yc6AOGNbVAfFo43ovpJTgypvs0-H7C W 8vlm7JLk_80n5kwyHuvp3niGOnuUwm)2MzExFE 5-0-0 9441 13.8-0 k 18_V0 20-0-0 r 5.1-0 4-0-0 4-0-0 5-0-0 Scale=1:32.7 �47f:e c oo 17 18 2.4 II 19 20 sx8 = 30 = 2x4 II oxv _ 3x8 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC0.44 Verl(LL) 0.12 8 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.58 Vert(CT) -0.16 8 >999 180 BCLL - 0.0 Rep Stress Incr NO WB 0.24 Hoa(CT) 0.05 5 nla n1a BCDL 10.0 Code FBC2017rrP12014 Matrix -MS Weight: 831b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-2 oc putting. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-3-12 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 5=0-8-0 Max Holz 1=-112(LC 6) Max Uplift 1=-565(LC 8). 5=-672(LC 8) Max Grav 1=1081(LC 1), 5=1158(LC 1) FORCES. (lb) - Max. Comp./Mac. Ten. -All forces 250(I1h) or less except when shown. TOP CHORD 1-2=.2057/1097, 2-3=-2275/1295, 3-4=-2275/1295, 4-5=-2045/1077 BOT CHORD 1-10=-843/1791, 8-10=-838/1803, 7-8=-817/1791, 5-7=822/1779 WEBS 2-10=01378, 2-8=-353/628, 3-8=-430/436, 4-8=-367/635, 4-7=0/376 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=4.2pst; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; 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 fora 10.0 par 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-M wide will fit between the bottom chord and any other members. 6) Refer to girders) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ql=1b) 1=565,5=672. 8) Hangens) or other connection device(s) shall be provided sufficient to support concentrated load(s) 15511, down and 3061b up at 5-0-0, 54 lb down and 131 Ito up at 7-0-12, 54 lb down and 131 lb up at 9-0-12, 54 lb down and 131 Ito up at 9-7-4, and 54 lb down and 131 lb up at 11-7-4, and 15516 down and 306 lb up at 13-8-0 on top chord, and 1541b down at 5-0-0, 521b dawn at 7-0-12, 52 lb down at 9-0-12, 5216 down at 9-7-4, and 521b down at 11-7-4, and 1541b down at 13-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead +Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert. 1-2=-54, 2-4=-54, 4-0=-54, 11-14=20 Concentrated Loads (lb) Vert: 2=1 55(F) 4=-1 55(F) 10=-77(F)8=-52(F)3=-108(F)7=47(F) 17=-54(F) 19=54(F)21=-26(F)22=-26(F) i This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wallet P: Fine PE tuna] A5TekUSA;lnLFCCod 68$4 .6904 Parke Eiit BIvd:Tempi FL33610 Oats. May 19,2020 AWARNING .VeHydezignparmmhmand READ N07ES ON THIS AND INCLUDED MRSNREFERENCEPAGEMg.7413rev. 10AXANtISBEFORE USE Dwlgn valid far use pnlyw 1h MITex® connectors. TNs design is based only upon parameters shown, and Is for an individual building component not a Woe system. Before use, me building designer must very Ne eppGcabili y of dee'gn parameters and groped, incorporate this design into tba ovarsll buiidingdesign.Bradr hdiwte ISWPMv tbucWingofindNidualWaswebendlorchardmembenonly.Ad&tmeltg.,am,andParmamnlbradng MiTek' Is always required for stability and to prevent collapse vAh Possible pareard injury and moperty damage. Forgeneml guidance regamirg tAe fabdomim. storage, delivery. ermdon and bracing of trusses and buss systems, see ANSUTPII Qualify Criterle, DSB49 and SCSI Building Compenenl e904 Pahe East Blvd. Safe ylefoonaden avallable form Truss Plate Inaftle. 218 N. Lae Street, SuA9312, Masorete, VA 42314. Tampa, R. U510 Job Truss Tmss Type cry Ply UOT31/2WATERSTONE T20255063 2349440 K02 Hip Tmss 1 1 Job Reference (optional) Builders FirstSource (Plant City, FL), Plant City. FL-33567. 8.240 s Mar 92020 MiTek Industries, Inc. Tue May 1912:32:32 2020 Page 1 ID:ZYc6AOGNbVAfFo43ovpJT9ypvs0-IJmvs7wxXRRBM8jCKpG9VURtAT9z7tP2iaWGaozExFD 7.0.0 11-8-0i 18-8-0 201 1 1-6-0 7-M 14-0 Scale = 1:33.6 5x8 = 4x6 = Io 3x4 = 2x4 II aF9 — 31 = 3x4 = Plate Offsets(XY)— f1:0-1-40-0-21 [2:0-5-80-2-0] LOADING (psf) SPACING- 2-" CSI. DEFL. in (roc) Vdefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Vert(LL) 0.12 B-11 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.17 B-11 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.09 Hom(CT) 0.02 4 rJa n/a BCDL 10.0 Code FBC2017frP12014 Matrix -AS Weight 781b FT=2a% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2.4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 1=Mechanical, 4=0-8-0 Max Horz 1=-149(LC 10) Max Uplift 1=-306(LC 12), 4=-413(LC 12) Max Gmv 1=688(LC 1).4=765(LC 1) FORCES. (lb) -Max. Camp./Mac. Ten. -All forces 250(I1g) or less except when shown. TOP CHORD 1-2=-1068/692, 2-3=9051736, 3-4=-1062/700 BOT CHORD 1-8=-431/906, 6-8=-430/912, 4-6=4641899 BRACING - TOP CHORD Structural wood sheathing directly applied. BOTCHORD Rigid ceiling directly applied. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-secand gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exte ior(2) 0.0.0 to 3-M, Intedor(1) 3-M to 7-M, Extedor(2) 7-0-0 to 11-2-15, Intenor(1) 11-2-15 to 11-8-0, Exterior(2) 11-M to 15-10-15, Interior(1) 15-10-15 to 20-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water pounding. 4) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other We 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 tail by 2-M wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at laint(s) except (ll=1b) 1=306, 4=113. 8) This truss design requires that a minimum of 7116" structural wood sheathing be applied directly to the tap chord and 1/2" gypsum sheetrock be applied directly to the bottom choral. This item has been electronically signed and sealed by Finn, Waller, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P1Finn PE W012838: 61Tek USA,Gc FL Cud Ii -, (6304 Parke East Blvd. TampaF4'33815: bai May 19,2020 ® WARNING -Verify designamendtme and READ NOTES ON THIS AND INCLUDED M41RCREFERENCEPAGE MIinalv,14T32015BEFOREUSE sesse Design did for use mi"iti, MITelA mnnemar. Thrilled, is buix! only upon parameter shown, and Is for an individual building mmponent, not �� e"as system. BAfine use, gas building design vetverily to apppwm Glity of design pararretem and properly lnmorate this design into dimmest bulld'mgdosign.Bredrg Indicated is W prevent bucMing of lndiveduar Wes web easier chard members only. Addisiorel temporary and permanent bradog MiTeK a ewaya mgulred for stabile, and W prevent collapse WIT,pmsela peronal injury and property damage. Forgmereguidanceregsa Ne fabdwfion, str,rge,delivery, erecepn entl bracing of husaea end Nrs aystema, eea ANSWRI Quality CrNale, DSB49 end BCSI Building Companant 6904 Parke East Blvd. Sa/alyln/mnotlon available from Tmss Plate InatiWle, 218 N. Lee street, Sulle 312, Masandde, VA 22314. Tampa, FL U610 Job Truss Truss Type Oty Ply T20255064 234WO M Common Truss 1 1 �LOT3112WATERSTONE Job Reference o bonal Builders FlrslSource (Plant City, FL), Plant City, FL-33567, 8.240 s Mar 92020 MTek Industries, Inc. Tue May 19 12:32:32 2020 Page 1 ID:6gDIOH2OVegl NklsxoNemzyuULB-Umvs7wx%RRBM8jCKpG9VURORT60?s02iaWGaozExFD -1-0-0 5-0-0 10-0-0 11d-0 1-0-0 5.0.0 5-" 1A-0 Scale = 1:212 46 = la 3x6 11 3x4 = LOADING (pat) TCLL 20.0 TCDL 7.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress ]nor YES Code FBC2017rrP12014 CSI. TC 0.64 BC 0.68 Wit 0.15 Matra -AS DEFL. in VerI(LL) 0.15 Ven(CT) 0.12 Hom(CT) -0.00 (lac) VdeO L/d 7-14 a701 240 7-14 1826 180 5 Na Na PLATES GRIP MT20 2441190 Weight: 41111 FT=20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCHORD 2x4 SP No.2 BOTCHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (size) 5=038, 8=0-4-0 Max Harz 8=117(LC 11) . Max Uplift 5=-375(LC 12), 8=539(LC 12) Max Gmv 5=363(LC 1), 8=521(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250(lb) or less except when shown. TOP CHORD 2-3=-181/348, 3-4=-281/581, 4-5=2561554 BOTCHORD 2-8=-336/192, 7-8=-307/192, 5-7=307/192 WEBS 4-7=-282/138, 3-8=J75/514 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=6.0psh h=15ft; B=45ft; L=24%eave=54; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -14-0 to 1-6-4, 1nlerior(1) 1-64 to 5-0-0, Exterior(2) 5-0-0 to 8-0-0, Interior(1) 8-0-0 to 11-4-0 zone; cantilever left exposed; porch left and right exposed;C-C for members and tomes 8 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 fora live load of20.Opsf on the bottom chord in all areas where a rectangle 35-0 tall by 2-M wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100lb uplift atjoint(s) except (il=lb) This item has been 5=375,8=539. 6) This truss design requires that minimum of 7116" strucluml wood sheathing be applied directly to the top chord and 112" gypsum electronically signed and sheetreck be applied directly to the bottom chord. sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. WaltciP. Finn Pi ko.22939. MTek usA, Ina FL Cbh 6&-4. '6904Parka East Bhd.Tnmpi FL 3361P Date_: May 19,2020 ®WARNING-V lfy design Parmemn,aMREAD NOTES ON THISAND INCLUDED AUMREFERENCEPAGEMIL7473nv.'""015BEFORE USE asseas Design vend for use onlywiM MTek® commons. Tka design Is based only upon parameters show, and la far en indlvidmI bulding component, not �� a truss system. Before use, Me building designer must verify Me applirabilityof dmign parameters and properly Incorporate Nis design Mt4 theovers0 bulkingdealge. Bmdtl indiwtedistopnventbucW 90ftndMdualsusewebanNartloNmernbersonly. Addicon ItemponryandaxmanentbrsGrg MiTek' a always required forstabaity and to prwartwBapse veto possible personal Injury and property damage. For general guidance regarding Me fabrication, storage, dAbery,erectian and bracing of susses and Wes systems, see ANSVfPIf Quality Criteria, DSB.B9 and BCSI BuIlding Compenenf 6904 Parke East Blvd. S.rsbanrarmauon avagable tram Truss, Plate (nature, 21B N. Lou Street. Suite 312, Alexandrla, VA 22314. Tampa, FL 35610 Job Truss Truss Type Oty Ply LOT31/2WATERSTONE T20255065 2349440 M3 Hip Truss1 1 Job Reference o Sonal Builders Firssource (Plant City, FL), Plant City, FL-33567, aL,i. s Mar a ram Mu ex InDUSmea. mC. ma May n Icaa:ao aura Faye , lD:6gDl0H2OVegINk1 sxoNemzyuULB-DWJH4LxZlkZ2 HIPuWn02i CatTskKTBxEFp7E.EXFC -1{-0 3{}2 7-0010-0-0 L -1 1-00 3-M 4-0-0 3-0-0 1<-0 4x6 = 17 18 19 4x6 = 2x4 II 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 TCDL 7.0 Lumber DOL 1.25 BC 0.60 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 BCDL 10.0 Code FBC2017rrP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOTCHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (size) 6=0-4-0, 10=0-4-0 Max Ho¢ 10=-81(LC 6) Max Uplift 6=-374(LC 8), 10=-538(LC 8) Max Grav 6=406(LC 18), 10=564(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250(Ib) or less except when shown. TOP CHORD 2-3=-304/305, 3-4=-398/347, 4-5=327/301, 5-6=390/323 BOTCHORD 2-10=308/318, 9-10=-281/318, 8-9=-285/327, 6-8=-283/328 WEBS 3-10=355/343 Scale=1:20.6 DEFL. in (loc) Well Lid PLATES GRIP Vert(LL) 0.13 8 >793 240 MT20 244/190 Vert(CT) -0.11 8 >933 180 Hom(CT) -0.00 6 Na Na Weight: 40 to FT=20% BRACING. TOPCHORD Structural wood sheathing directly applied or 6-0-0 cc purins. BOTCHORD Rigid ceiling directly applied or 10-0-0 cc bracing. NOTES- 1) Unbalanced mof 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=15ft; B=45ft; L=24ft: eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MWFRS (directional); can8lever left exposed: porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water porting. 4) This truss has been designed for a 10.0 Oaf 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100111 uplift at joint(s) except W-11b) 6=374, 10=538. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s)12111 dawn and 131 to up at 3-0-0, and 64111 up at 5-0-0, and 52 lb down and 152111 up at 7-0-0 on lop chard, and 42111 down and 10 Ib up at 3-M, and 151b down and 61b up at 5-0-0, and 42 Ib down and 10 Ib up at 6-11-4 on bottom chord. The desigNselection 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 (pif) Vert: 1-4=-54, 4.5=-54, 5-7=-54, 11-14=20 Concentrated Loads (lb) Vert: 4=12(F) 5=-12(F) 9=-21(F) 8=-21(F) 18=1(F) 20=-8(F) Ia This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Walter P: Finn PE Ne]12639: A11Tek USA;1na FL Ch1 la4. , .6604 Parko East Blvd:Tampa FL 33610: Cede: May 19,2020 ®WARNING-Vadrydealgap-samtenendREADNOTES ONTMSANDINCLUDEDMRENREFERENCEPAGEMII.7473rev.1ND312015BEFOREUSE Design valid far use mlywbh MreW semesters. Tina design Is based onty upon parameters shown, and Is form Individual building component, not a truss system. Before use, he b,dlding designer must very he appGwNly of dwgn parameters and preteM ime,un to his design into Iheoveml halmigdwlgn. BmdWg dlwtWiabpmv ntbuc ingoflndMdual Www banNarE Mmanbmeonly. Add2onallemp raryam pemawntlimsI Mete ' alwaysreeuvedforabbllyand topreventcallapeewfh possible personal injury and pa,mydamage. Furgeneralguida„m"ardlmlhe otoreaten,storage, disivery,ereclen and bracing of thi and base systems. see ANSI?PH Quality clients,DSB-89 and BCSI Building component 6904 Perke East Blvd. Sufalyfnl a0on avalablefmmTmw Platelne9Wte21a N.L. Slrwt Buite312,Alexandda,VA22314. Tampa.%36610 Jab =TMSS:�Tws�sType ]PIYLOTT202;:��Qly nursers wrslaource tetanrrouy. rLj, 1 11y, rc-aaaa,..._.._......_____....._.....___...__...._. .._I ._.____ .____ .___. ID:6gDtOH2O Vegl Nkl sxoNemzyuULB-hitfH9yB32hvbRtbSDldavW VyHx2ToILAu7NfgzExFB 31 = 2x4 = 2x4 = Scale =1:9.1 LOADING (psf) SPACING- 2-0-0 Cal. DEFL. In (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 Vert(LL) 0.00 4 nIr 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4 fur 120 BOLL 0.0 Rep Stress Incr YES WB 0.00 Hoa((:T) 0.00 4 Ida Na BCDL 10.0 Code FBC2017rrPI2014 Matrix-P Weight: 12111 FT=20h LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc pur ins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=37(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Gmv 2=135(LC 1), 4=135(LC 1) - FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. 1) Unbalanced roof live (Dads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf, hi Sit; B=45ft; L=24ft; eave=51c; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Ederior(2) zori for members and forces & 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 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)Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 2, 4. 7) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. W31tetp.,FinnpE}76 iriv MiTek IISA,1nc:PCCed689Q., ,. !6904Pedre East 1314.1ampi 33010- Da1�_: May 19,2020 AWARNING -VerlrychalgeDeraneefersmaIREAD NOTES ON TNISAND INCLUDED M?EBREF£R£NCE➢AGE MIA7/73. fONY2015BEFORE USE assesse Oaegr valid far use onlywlm MRah®comme rs. This dreg, is based only upon parameter shown, and Is far an individual budding component, rut �� Mons ar dran.Before use, Me building designer must vedy Me eppdcoblily of design parameters and property Incorporator Me design Into Me earned buigingdesign. Boole,Ndicmrevent adistopbuddingoffndaidualbussweb anlrN orordmembers only. Addixiod emporaryendm pmarenibmdeg WO_ Is Mama required for imse lity and b prevent collapse smM possible personal injury and property damage. For general guidance regarding to fabdcouon, storage, delivery, precdan and bracing of busses and Was syslems,eee ANSV7171 Qualify Criteria, DSB49and SCSI Building Component 604 Pai East Blvd. Safetyfnfomnagen availeblefmm Tmso PlatelnsdNW216N.Lea Sbeel,SUW312,Alerandda,VAM314. Tampa,R W610 .l a Job Truss Truss Type Oty Ply LOT 31/2 WATERSTONE T202550fi7 234WO PB1 Piggyback Truss 2 i Job Reference o floral Muuoers mrsracurce trlam wry, rta, rian, wry, —o.,w.. 3 2x4 = LOADING (psl) SPACING- 2-M CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.06 TCDL 7.0 Lumber DOL 1.25 BC 0.09 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20177TPI2014 Matrix-P LUMBER - TOP CHORD 2x4 SP ND.2 BOTCHORD 2x4 SP No.2 REACTIONS. (size) 2=2-8-14, 4=2-8-14 Max Horz 2=-34(LC 10) Max Uplift 2=-91(LC 12), 4=-91(LC 12) Max Gmv 2=135(LC 1), 4=135(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250(lb) or less except when shown 4x6 II 2x4 = Scale = 1:92 d 8-0 DEFL. in (loc) I/deil L/d PLATES GRIP Vert(L-) 0.00 4 Nr 120 MT20 2441190 Vert(CT) 0.00 4 Nr 120 Horz(CT) 0.00 4 Na Na Weight: 11 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purl BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf;h=151t; B=451t; L=24ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exteror(2) zone;C-C for members and forces & 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 for a 10.0 psf bottom chord live load nonconcument with any other live loads. 5) -This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 4. 7) See Standard Industry Piggyback Tress Connection Detail for Connection to base truss as applicable, or consult qualified building designer. This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. wakes P.Finn PE lfis ah9; MTek USA, Inc. FL Cad 6914 6904 Parko East Blvd: Tampa FL 33610 Data:. May 19,2020 AWARNING-Vern ateslgnparanerenoMREADNOTES ON TNISANDINCLUDED MITEK REFERENLEPAGENII.7473 rev. 10M.V401519E1IOREUSE Design valld fro use onlywdh MTeWD Wnnedors. Thle dmgn is based only upon parametem shown, and Is form Indvidual building component, net �■- ■` a trues aystem. Before use, the building designer ..at verily Me applicability of design parameters and properly Inomearate Na design Into Naovmdl building design. Bradrg Indicated is Is prevent budding of lndMdual bum web ardor chord members only. Additional temporary and permanent baser, MiTW Is always reculred for stability and W prevent collapse Won taxable Personal injury and property damage. Fcrgmeneguiclancere,ardlogVe fabrication m rage, delivery, erection and forming of susses and mass ayateres, see ANSM110ualiry Glfeds, DSB419 and BOM Bo9dng Component 69N Parke East Blvd. Sa olyholo matfon com[able frem Truss Plate ire tax, 218 N. Lea Shea. Suit9312. Me Mmla. VA 22314. Tampa, R W610 Job Truss Truss Type Gty Ply LOT 37/2 WATERSTONE T20255068 2349440 R2 Jack -Open Truss 1 1 Job Reference o Oonal Builders Firssource(Plant City. FL), Plant City, FL-33567, d.L4u s mar B zozu mu ex mausmes, Inc. i ue may le iaaeso am rage i ID:ZYc6AOGNbVAfFo43ovpJT9ypv Ge5?PiMzRbfxdd1_ZeK5fKcn44dOxinddBUUjZzExF9 Scale = 1:10.7 Plate Offsets (X Y)- f2:0-0-3 Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (too) /deg Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 Vert(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 7.0 Lumber DOL 1.25 BC 0.10 Vert(CT) -0.01 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 2 Na Na BCOL 10.0 Code FBC2017/rP12014 Matdx-MP Weight: 1316 FT=20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical Max Hoe 2=113(LC 8) Max Uplift 3=-25(LC 5).2=-201(LC 8). 4=-11(LC 13) Max Grav 3=38(LC 1), 2=209(LC 1). 4=29(LC 8) FORCES. (Ib)-Max.Comp./Max. Ten. -All forces 250(I1a) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-1-8 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; 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 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 chard in all areas where a rectangle "-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 100 lb uplift at joint(s) 3, 4 except Qt=1b) 2=201. 6) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 301b down and 841b up at 1-5-4. and 30 It, down and 8416 up at 1-5-4 on top chord, and 23 lb up at 1-5-4. and 23 lb up at 1-5-4 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 (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) Veit; 8=48(F=24,B=24)9=23(F=11,B=11) This item has been electronically signed and sealed by Finn, Walter, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Wolfe 1e: Finn PE No.ntilli kbTak OSA�Ihc FL Cad 6831-. 36004 Parka East Blv4:Tampa FL 33010; Date: May 19,2020 ® WARNING. Verlrydedfle erenrereraarui NOTES ON TMSANDINCLUDEDMITKREiERENCEPAGEMIIJ473me. 10,10Y1015BERDRE USE seeme Diego valid far use onlywab MrsaW mnnedom. This desgn is based only upon parameters shown, and Is for an halw1d ual bunting mmpanml rot �� a truss system. Beforeuse, the building designer mustvedfy Pe appOmbl4ty of dmign parameter and pmpery goo,xiats Mis dealgn Intothe overll bulldie,design. Bracing Indicated is to prevent buckle, of individual truss web anNor chord members only. Addifianal temporary and Tamarind biasing Mole Isewapa ulredWs%bJilyendropmventcdlapsa WMpos9bleperanal Njuryandpmpe damage. ForgeneedguidanceregeNl JNe rebdmtlon,storage, delivery,eremon and bracingaftrusaes andbusssyslema,aee ANSIMill Quality Crita is, DSE49 and BCSl Building Component 6904 Parke East Blvd. Sehanefn/ aeon eve'leble fmmTva Phtelrm0Me, 216 N. Lee street Suite 312, Aleaantlda, VA 22314. Tampa. FL U610 Symbols PLATE LOCATION AND ORIENTATION -r►1;TI��-�1 3I4,. Center plate on joint unless x, y offsets are indicated. 1 It-J� Dimensions are in ft-in-sixteenths. j Apply plates to both sides of truss \�.? and fully embed teeth. For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. ' Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or th by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. K O x O Q. 0 F- Numbering System 6-48 1 1 dimensions shown in ixteenths (Drawings not to scale) 1 2 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSIrrPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this tmss 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 ANSUTPI 1. 7. Desig n assumes trusses will be suitably protected from the environment in accord with ANSUTPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. UNess 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 purms provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no calling 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 ail portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIrrPI 1 Quality Criteria.