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HomeMy WebLinkAboutEngineering -7U P 'Bu4ji!'a 4 SS- TZ715ta;-: miessional ---------- K e n L avis o I i. a c --W!7 Rick Scott.Gover-rice October 14,2013 Melissa Smith Smithbilt Industries,Inc. 1061 Highway 92 West Auburndale,FL 33823 RE--manufacturer Certification,ID MFT-208;Expiration Date:October 08,2016 Dear Melissa Smith It is my pleasure to Inform you that Smithbilt Industries,Inc.,located at 1061 Hwy 92 West,n/a, Auburndale,Fl.33823,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part 1, Florida Statutes,to manufacture Storage Sheds, Manufactured Buildings for Installation In Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in accordance with the current Florida Building Code. Your Third Party Agency is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved Status.You may expect and demand quality plans review and inspections. Each Code change will make your plans obsolete until they have been reviewed,approved and indicated[on the cover page of the plans]for compliance with the Code by your Third Party Agency for plans review.Please ensure that your plans are in compliance and are properly Posted on our website.Ail site-related installation issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain in compliance with the rules and regulations of this program. Your certification Is appr43ved for three years from this date.You will receive a renewal notice by Email generated by th4 BCIS(www.floeidabuildinQ.org for online renewal.If you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our websltelat www.floridabuildino.oro to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:National Design and Inspection,Inc. SMITHBILT INDUSTRIES, INC. PORTABLE BUILDING ANCHORS BUILDING ANCHOR SCHEDULE BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. 6', 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4 48' 2 1 6 50' 2 2 8 20', 22' & 24' WIDE TO 24' LONG 4 NA 8 48' 4 1 10 50' 4 2 1 12 BUILDING ANCHOR DATA MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY NUMBER DIAMETER DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1 1/2" 1 1 1/2" 4" 2500 lbs. NOTE: THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA 2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE/SEI 7-10. WIND LOAD: 190 MPH BOLT THRU ANCH. & 2x6 SKID OR SKID (TYP.) HEADER BEAM w/8"Ox4" LAG BOLT w/j" x 2"0 WASHER SIDE ANCH.� O DBL. WIDE - - - - - - ' - - ONLY BAR HELIX END ANCH. ANCHOR SPACING PLAN EARTH ANCHOR 8"4 LAG BOLT " WELDED CHAIN OTF: REFER-07 `BUIL'DNG _ _ ;SCHED U FOR NCHOR_SP4CI t 8"0 LAG BOLT w/LEAD INSERT i I—I I �j�j OR 8"O RAMSET RED HEAD CONCRETE 'SLA TRUBOLT WEDGE (CAT. NO. BY OTHERS',,–', WW-3826) OR EQUAL y -' CONCRETE ANCHOR BOLT DETAIL 3111is SCALE NONE DATE LOCATION OF JOBA A McCARTHY ENGINEERING,INC. PORTABLE BUILDING ANCHORS DRAWN BY WDM 11 11 13 ANYWHERE FL �V� STRUCTURAL CONSULTANTS LAKELAND, FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS CHECKED BY WJM 11/11/13 4305 ORANGEWOOD CIRCLE-LAKELAND,FL 33813 SMITHBILT INDUSTRIES INC. CHECKED BY PROJECT NO. PHONE(863)646-9390 AUBURNDALE FLORIDA CERTIFICATE OF AUTHORIZATION Na 6394 15039 Wiliiom J Mcrorthy P.E.24553 DWG. NO A-1 EV s SMITHE31LT INDUSTRIES, INC. PORTABLE BUILDING ANCHORS BUILDING ANCHOR SCHEDULE BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. 6', 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4 48' 2 1 6 _ 50' 2 2 8 20', 22' & 24' WIDE TO 24' LONG 4 NA 8 48' 4 1 10 50' 4 1 2 1 12 BUILDING ANCHOR DATA MODEL LENGTHfDIAMBAR EYE HELIX UPLIFT CAPACITY NUMBER ETER DIAMETER DIAMETER IN NORMAL SOIL 36SHE34 30" 1 .1/2" 1 1 1/2" 4" 2500 lbs. c NOTE_ THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE FLORIDA a 2010 BUILDING CODE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE/SEI 7-10. WIND LOAD: 190 MPH BOLT THRU ANCH. & 2x6 SKID OR HEADER BEAM w/j"Ox4" LAG BOLT SKID (TYP.) w/A" x 2"0 WASHER SIDE ANCH.� o DBL. WIDE — — — — — — —ONLY �Q ° © BAR ° �— HELIX END-ANCH.— - - - - - - ° - - ANCHOR SPACING PLAN EARTH ANCHOR . j"O LAG BOLT 4" WELDED CHAIN Vfl NOTE: REFER TO BUILDING ANCHOR ' SCHEDULE-:FOP.All ,HDR SPACING j"0 LAG BOLI w/LEAD INSERT I I I 0R j"4 RAMSET RED HEAD CONCRETE SLAB , ' TRUBOLT WEDGE (CAT. NO. BY OTHERS G WW-3826) OR EQUAL CONCRETE ANCHOR BOLT DETAIL1b114- SCALE NONE DAT LOCATION OF JOB McCARTHY ENGINEERING,INC. PORTABLE BUILDING ANCHORS DRAWN BY WDM 11 Al/13 ANYWHERE. FL STRUCTURAL CONSULTANTS LAKEUNO.FLORIDA SINGLE AND DOUBLE WIDE BUILDINGS CHECKED BY WJM 11 1 i 13 4305 CRAN6EIPCGD CIRCLE—LAKCAND,FL 33613 SMITHBILT INDUSTRIES INC. CHECKED BY PROJECT NO. PHONE(663)646-939D CERTIFICATE OF AUTHORRATICN Na 6394 AUBURNDALE FLORIDA 13039 YNcm J McCarthy P.E.245W DWG.NO A—T EV YYbLS nVl r-P la Yd J[6a2. oYdmm1BBI Yd ' 1•.rAlwc nArt Ms-rsl I'-1• a6R IDARB o r-r a mrltR r-r. ����8 ' u¢1 Pans'P PAra ' IBe ud mF(Na�ax¢ uoi�snNr• 1.J amWC srerlABcv �M I r J B'a13Ya � IaC p}-xN BL116faK mBci rd,IP-0'!Il-0'IMIr O4ID N-0'N ItwN frrP) I6a'arar�C . � USF(2)RE NAYS MBL) �—rAIYQTN IAP SIDM.AaP e ' b§ � Nom IW Prue 0a8.w¢. x,I PNT(rrvJ ro ArtarJnsr ro vAv Au rTe-N.awrAoaaan aoas ro' {@@� JrumvY Isl ' I,I6AY4TL aT J/1•flllWLb naaP aY rallsl .ar .eamon arolre Vti e 2.1 eox nArt 1,alGBO 1I�,1 BDi�R(II➢. Yrt•1MMAArt. � RrP aGm L+a'D FLOOR FRAMING PLAN Alm smlcne asrsNm PAra 6BW Ir .uve la it-P oBr rwrcavn acaL an�rKlmr 1•r rJuv¢ JH•nnan nam BrA1FD N ACLaSIMl 60 AWA UL Aa \\ e. fAAG2Y5 9aa BF hDTa69[D GLK ftA2 MS-fS) �%j J I ula. ,1 LUlAR Smn Y-I'f aGmBUn RP.AaPSa°F I! TIJ tri I,l ePoS 0lnl- \\\ —� .PAN(RP.raP BIYBS J� la,Ir a LA62Y) 1,a rcurY elmo e� a,J Ara. —usF a-a,1 seNrs o 1 dwr/— ,1— BBM ENnt N LUDLS e• ' J•_B• —e �yL aqy) 11 IB'-a•ION t IARRF erxmr Irll2w mA¢ a,lemi y nas n/aaae ) vArm'r/auv oaaa t,Isel ryy M15A O°h T, AlrAmw ourre6(rm —2.4 ABOK MaQS tr NKa gq �§ f �� 1•Aeleaw LM sxuN I-rreLaAu(TIvJ w w a,1 wl nArt .1 m nArt - t,1 eox ftArt F t,1 eax vurt ISOMETRIC OF BUILDING N D I _ •L scut 1/J'-1=B• i• yrftreoao tLxnT p'�0"". �a I,eHlAOtP 2erPo5xBt•lPIAwuaxIaes!Pn(UmNq rt�111a1P,nf.NeIoAw)tuNsI•eS _IrB EGY(211x9) J�, T�11 • �2-trefrAY I1tP.)� ����.T n� �t�� "APPROVED ", — DESIGN CODES 22— raft.4 L RullOA I. DOCUMENT SIDE ELEVA LION w/DOOR& WNDOWS END ELEVATION w/DOOR BW dl%plos EnmLter jj_*b C_mc-SMI?-3 P Asafso>ro au e. 2 r 1 auIBNPxs-aF scue Y''-r°" r suL w 1-r DESIGN LOADS —{ VAC— —{ t nam rrK lau—naso(—:2eac) II I t nax nia'Lao__—must.(.ma�lray naum9 rnl xttas erns aa. 1 A9P LYrtaa—__m v..v. nmae wnaoc amltor a WN Lala---rm LaN Aa aBseemmus ArraesBlxo urwAe 61a lam' _ 1,3 esmaa9 roA2R1GnR.a 91YIBJN a fOaaAR!ALBA—a t ermwl wJsuJs tmxlmn-vale a max Luss2tm As mru(mrtm xAlaxlnar) t,1 2H 2,-1 2,1 2,1 2,1 I GENERAL NO e• rd I—e• ARam JlB'a Aw LrAlN rwl e[Aa Jfim/dANlpr Mx) TES Y-P 2 ftYRKa ftWP SN1LL Bf,4/1'MR SmBIAN p,L'1 nK fY2Vni . � _ 7 WAaG Ia'alr Aw lweK(Srrlfo-/-rsam') 1 tr 16111 Aw YarOA109 d•II aw t SaOLtY NL 4 Aar Aw 6x1 teT SI5PL n W la•M%AILB GAl(e@dN ON A >n Irl t,1 2,1 I,1 Pa1 nYN mA1•fASaP SLeN MAJfP SNP.BONS mr u sAa�a'—rAsmxxs iuiuecma'wo•Aww°0'°°reopc'R°'rwNile[L°T e IuaBa saass NSTAeem A(MVDYC m saw aAnrAaanl>�s mora Baa m'so<er<l:UaaJn I NA161e6 BT J r/r ems la—wam oda AtrDr�lOT yqa s'. >; �I��oan � 4Aa mBPrAPro eam rAsloms N6 ew NJls rNAaru• wT.9106J � I �f��A( Aw/eT LPy�aaK �a�9� I,Iwx nArt TA— SIDE »5000SIDE ELEVA77ON w/o DOOR& WINDOWS END ELEVA77ON w W1ND0'I NKxAmoleueL�mvTwnrNA.nn2`vr `src ` ra� P-r NN 42 n,1aaLL APPAoat• Sa(C 17 1'-P SWL'I/Y.1'A'�� • � - - ."OU-0 YMN .91I!-8n mm IPAafR r-a'k U 'VIwI2IYe ATEWaiaaK W[940.nAVNa MV aRWS aam amtvs a m6+mafs scut utFrslcoav Qn A Ieax2 PBr nmM pnaYC IXO•mla llxKAH RLIIB ,1.4 1 P B6I1a1M LaalN ovrtala f2e5monwLl N.T.s McCARW ENGINEERING,INC. EAVE SM BUILDING TM .3 30 12 VC a ym iµro ,nom TYPICAL PORTABLE SINGLE'Vl1OE WJU 13/30/121 . SMTNBILT INDUSTRIES TNG aAT31G¢PP Au�n�Aimr xn ex1 R AL vA9rINH eC!m w-a Yd Arsrs sPA®OY'wwaw Y-! r,1^AWI-MikS-AS/ (IIP./Gw ew0 1� .oars.aA®ol=ramrrze ICI` roe ir�rm[(aeu�axs� i�ni�r smn/ I.a emAs t,rxGmr I+afmiac �ti IR aG(6/[R mtS e K�df 1a'd DGI LDmaranatc [[�� - emm std N rrAsw(rsJ .T lQ(1J mf NAPS(LwJ �lAaPOfa GP.9LVC ALK e mrwrworul �8Jffib r+I mn(HPJ tPT,� Au mc-IuwsAcrtam oars m ^ A—A IOD 9roW OI Alf a[a AIIYa�'W 491 1,I B$1xYC a%'ftMl[LO r[mP b• SIX GLL nEMYSJ-� .Q6tle OKMME Ve t,1 mx HArz / r,eWAa1P t,1 mr.ft.(IIP. Yd'taAOY Port AIL APNIm) (n➢,/Gw mllJ FLOOR FRAMING PLAN Hm suHtaat AarsAm efAla How rY sGlC I�I-0' ar Pf la+6LAaAO SPAM.—MI'rlAIH1£ a/1-ft}bp .— Iamb A aCri/rAw mlr m.Amt sla� 1 Ir PI1 I,ass�/Ln- \\� .PAN(11➢.IOP HDLS a la',Ir•IAq'J)P) t,I mNw -b1 AaD r,1 Hln ��laf r-r,I afl/15 O _� P 1 I 1-r AlaMal . Yd roYd BOM LNOSW mals e' s-e' �e• maP//mR ?% LMG R MW OgyJ HxaaD � t.I HW MW _ t.1 mn woes s/oax vAam'r/maP WNa reY.01 oWxptS axa f moa a°xa•mm 7 frPP.) �' 4 pr-c'emr mac L � moM pow b �W xormltal � rAIWMM UP s¢ew t-t+e ma(mJ 6 M1I4 [ a r.1 m -T +1 m HArz -_1 P,I m[HArz n+I me HArz ISOMETRIC OF BUILDING N D I (200 srue:rr rd \ pIBB N. a PL s r,exGow tlnaPmHAs.UxAPs r-rremw(Pnam1 T `II/1a®AnmIN :,e.osr�t-t aeGu � L- en , DBCUMT w[o�'a ssllm) ou° a/rarNm noon r� L` o ual:�a<Au 'R �0k: DESIGN CODES "mere raem�aa L L naNAraa aa®w mx Ha SIDE ELEVA770N.w/DOOR& WINDOWS END ELEVATION w/.DOOR BaydtRT plo/Esnminer Y6odb C. t A-,W 1.as DESIGN LOADS �t,1 WPRmaItS-stf star.I�1'd ! _ Y�II� mROVC19C a•maG/aP I II r tHNPIIICLMa—)tsiY.(.m'AS•IY aCU1 I Gaf Q9 LV1 WVT11QS ad. 1 AGa IM1410--mPY. naaa emLrc Lae mr a Hlm Lao------_Im lox An Daaf lla6♦%A4Casf�W GI£FAL PO/IAm' s SOYCDBaINR/--1 NAessrurLeA!suHNx I,a s9rmrc urroaarrALPar--c t NIONAL Ha4aE mortmn-Aare P n mx Lumraa As rmru parlor x+HHrew 2+1 2.4 2.1. 2+1 2,1 2+1 GENERAL NOTES e• r-s' �! tnaN.Dms Aim mws'wuL efm asamaml Pa[(ArJ Y-O' LaGOG IM11ff M901WK OaP•1sHY,rfItMF ny, h � ctrl xl![M9 hPY/F.O¢4C 9GLL arfpl PSwOaw HML L tat P+I }+1 l,1 t+1 4ADYAm 6U190NGYMfImI//at LaO.DeS1D0 AIHPaa HMA b LAHIaIW AI'fM SONC Yw•A{2'S'llt Baix mWAm xAMPACDNfD Ixty oat acrsrtr AUAana.soat n-N ANOr S DaE[aD rAA£AN6IOP A(LY4W AaO•AM 9ax0 ",awl sw!ffi/e Lawr[som l6lAxm AOOYm4Y:ro ' stf SP[nc4 lm� w ry I B axIFGIPm HHorAS@NLS AH'ma NA@SHMAaM' eenanes tae ma >7 .� �o��ma I aumm era Vllan:rsDts xorm ontAmss MDI 9Ht4' XOT ymH, � I r.Aa otD-i0O®SLKtae/1 slat tV�ttCx01MAS9 NL Ar Ga' m (GIYJ AxHf AADAP tBMY R,InSYAM6At'II/Ca 9I AIH1 A'aYFRm iMDLC AL arWN&T'NASIY AIb-N t,1 mL ff 1 Li1Daa - aGPEAa HnlR SPEmiC1ATt d axD�APm rASNxT3'n[P lxf OltRONlmanal PGQ3'S111IL�OltasY — PI ay+l aA'awAt sxax DmsrA•..+ 4ASA4 Wea! pr DPN SaD a»m Naf A[NN1/Y CaGN SIDE ECEVA7/ON w/o DOOR& WINDOWS END ELE�WWNDQ61�LA D6NNffaYIiD92 '%%,„, Od a.9aam¢at1(Dmmla4 rtAvem Arm w[mti o ma Nstvlm alnars a ooH�evrs aLvt Darsecaov 4/Z/1� Im[r a�aE naaA a�aPaa omr m aD4e 6 ` a*DCHamA Hmxc Lurmia N.T.S. McCARTHY ENGINEERING.INC. EAVE STYLE BUILDING TM 3 301 IYYm, 1aHA TYPICAL PORTABLE SINGLE WIDE WJM 3L30 12 .w -w[uxaawn SMITHBIL INDUSTRIES,INC aAramH°etW lu-vnP AUBRFLORIDA [xam�n:a�nHmuHw ii essl --.. e��na