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HomeMy WebLinkAboutProduct Approval i b � Q2-301 BlalrStoneRoad pr �,�P 171 i1tOf BU51t��55 FLA Manufactured Building Progmm atonTallahassee,Fforida32399-OM Phone:8-5b.487.1824•Fax 85D.414.8436 Halsey Beshears, Secretary . Ron DeSanfis, Governor August 07, 2019 Alex Martens ' Superior Sheds,Inc. 2323 S.Volusia Ave Orange City, FL 32763 RE: Manufacturer Certification,ID MFT-113; Expiration Date: August 07,2022 Dear Alex Martens It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Volusia Ave,Orange City, FL 32763,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part I, 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.All 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 approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS(www.floridabuilding.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 website at www.floridabuilding org 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 j cc:Top Line Engineering, LLC r 1 � , SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED ', 1.BIRLDIONG IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR �rIyll/ 1.-AIDING IS PLACED M REQ--LOdGION. THE FIRST SECTION.-THE OOUOLE WIDE IS movaoT TO PLUM OR SQUARE UNIT TO HOUSE FENCE.PROPERTY UNE ETC. y _ RA®ON ME HIGHEST LOCATION OF GROUND AND 5 IEVElED UP. _ -2.ONCE UNIT IS SQUARE AND ME HIGH SPOT OF ME GROUND rs ESTABLISHED.ME 2. PLACED ARE MEN E AT THE END,CENTER,AM OTHER END TO LEVEL. ONCE THE W0.DING IS BLOCKED lW ME HIGH SPOT AND LIIIElID. THE OIXER FND OF ME BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE ME CORRECT SPACING(SEE TABLE BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. MEN ME CENTER OF THE BUILDING II 3.ME NEXT SECTION OF ME SHED IS BACIRO INTO%ACE wD UNLO40ED PAAILIEL WITH ME "Y 6 SUPPORTED TO LEVEL,BlOC1Oe AND THEN SRAAIm. �(VT(l FE25i SECTION.ME TWO SECTIONS ME CONNECTED AT ME LOWER C)IWEIt WITH(iH'.aJ' 3.AFTER ME.WANING rs LEV0.MORE BLOCKS ARE LADED TO ACHIEVE ME CORRECT BOLT AND NUT. ME SECOND SECTION rs MEN LEVELED AND THE DINER BOLT HOLES ARE R SPACING (SEE TABLE 3). UNEO UP.AND BOLTED SECURE THE REST E ME BED ANG rs MEN R UGLY HOLE'Mrs !.ANCHOR PLACEMENT rs ESFABLI51®BY ME WIDTH OF ME BUILDING. HOLES ME DRILLED CODE FOR n0 MHII THE 2'aa'BOTTOM PLATE WITH A 1/2'AUGER W. 1/2'EYEBOLT OR OPTIONAL 30'AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ME IN PUCE 1/2'THREADED ROD(FOR A tibCH SET')IS SECURED MRU ME HOLE •'(a.900LB) a.lUiOUND ANCHORS ARE THEN ADDED(SEE TABLE aB). 5.ANCHORS ARE NOT REWIRED IN THE BOTTOM(HATE FOR DOORS AND DOORWAYS WTIH NO BNST'WFD'PN.YAl11RILRUtTRD `5 ONCE ME WRDWG IS PROPERLY BLOCKED AND BOLTED TOGETHER.THE SUPPORT BRACING IS �f®I FODIER(WAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS MESE LOADS. INSRAROONS FOFIET AT REMOVED. aemYm ro[ 6.T ME UNIT HAS A FLOOR EITHER A HOLE IS DUG MR ME 30-AUGER ANCHOR AND ��v_e•'UAIE GYUDE 8.ANCHOR$/IE NDT RFQURED M THE LOTION PLATE FOR DOORS AND DOORWAYS=M NO BACKFILLED AND SECURED AS PER ME'DETM'OR A 1/2-HOLE IS DRILLED INTO ME FDOIEiN(WNIGE DOORS FOR.pANPIE). HEADER DESIGN TRANSFEfrs(/ESE LI]ADS _ CONCRETE 1-1/2'OFF OF RUM U . ME EYEBOLT IS FASTENED MRU ME BOTTOM 9.RaYeapl FRIOI ANTE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO ME CONCRETE WITH A 1/2- m.aln WEDGE ANCHOR GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS eIRFI.Y aAmvmaay T.IF ME UNIT ISA'NO FLOOR'OPTION.ANCHOR WITH 1/2'.5'WEDGE ANCHOR THRU THE. yQyna®- 2'aa'BUTTON PLATE. 1.BUILDING ANCHORS SHALL BE'MOBILE HOME TYPE HP-1 SINGLE NETS%EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA OR EQUAL AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4.900 LOS. m 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING'CODE(BY DEALER). TABLE I TABLE 2 -TABLE 3A LOCATE ANCHORS PER TABLE aA OR 4B. 3.MREwED ROD WITH EYEBULTS SHALL BE PLACED MRU ME BOTTOM ANTE m SAND NORM UPUTT(PA)AHHCHW SPACND SAND B'mM K1 A , D E�W u-HMO• uRERPi (FLOOR SYSTEM)AND ATTACHED TO ANCHOR THESE CAN BE WENDED WITH THREADED ROD(OR STRAPS WIN EQUAL OR GREATER SMBiGM)FOR ELEVATED 20'-0' am Yd 131-e' I'-10)• V-1o)• V-r ITEWHS =Mro sIND . PORTIONS Of SI®S ON LEVDDNG BUD=.2'-e' e'-a• - SO1RS F 30'w(¢R ANCTTA SPACING-SUNcIE WIDEW-te' - I95(a65 ADS 1'1/S1R PA -WIDTH LW- UIPIIIT�FND AVQ-•WL PARADER wAam ^1o'-0' SOD Td A W-O' C-0 W-C - 190m85 NA 5NI0 Ya 13'-8' Tm 2. 0-Q'm S- 1D'-0' B'-O' C f W Yd 6'-0' -1C 0-bl' - M�M move sa YYNe1F wlmN D m 1NF/L7 11'-B' 8.00 209 Qd TQ d IOb' 6'_O• f]O Yd RE YImY Om v mi m rCDFm v f0 aW .xmlem m son mllamc emoa(Y.Y.Ue'7 Yu v sna® Cd mYd 10'-D' U¢V BY am5 mAY.1Y-C IaS SHEDS HA•2 U)'ym A 51� I®mP'm��RP m I m ae'BIDnUT 10gmWa 10'-0' 0.00 TT W II'd RY IYd RID[s®arR B'-0' a.00 TSB Dd m Yd IS". . TABLE 3 A 6-Q 100 101 Cd 10 Yd IC-0' SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE k DOUBLE WIDE SHEDS SHED IESamTaN PAD YAYDON LDM ASID PAD TYPE LE B PADSaN&ER 30'wGEA ANCHOR SPACNG-DOUBLE WIDE SWD WmN TYPE LM(1v) FND PAD YAL SPIm11G FtR Pb SHED WMH l'M UPIDT(PIf7 FIN MCxOR••YAL BNTEIDOR SPALTNG..• 13'=8" SW/DW L15/3R R m C 8'-0' 19SRR a a IL ITT N IBTSIB 4 C.L..L QR N 20'-0' IOm a0➢ Cd m Yd Y-D• SWNW eg 0'm C 6'-B' 21SmR L 0.0.DR N ]BSBIB L a 0.Ofl n .lab 10'40' SW/DW 3 CmC 2- 4 a 14 DR N 2aDmL L I,m,OR N A -.w SW a Cm C C-C 2➢2fte 4 R.II.M N 213RR 4 a R➢R IVLd .B. ] C Tm C V 16 l 4 I.m.Wi N IB9elB 4 e,m,pi N �' s u���'Y 0 LSBEBALRiIIES blmlAl NUA�U Y nme.m em SHm m(®70 AwUm rtn Ua wem. f.P-ou'MnDN wNs AxE KDi PNR a f16 L�ImIm4L C11RmU NCn6 Y¢U¢peeD F IIII6IIall ICd BCw v W*M HWmH ��� 3 HRI RT AID xm ab1DaAID BI IRK N�S� _ a.4Wm Rtet v NI SIR BOOS tffiT bm®9®CHI®Im Ta/N 2 116�ar US nGbl IWAI 112 la L"O9wa ullmna SOILarb amew slmc COS' °�14n�u P�L�'•'�nN w M om wn a mu w Dmw msomDlK�PD1 snnl J m A Haiw m Ta-mAN aTlss mR HmHa � HIIAILDLK ImAmm10D5 m lur coot O 0 w M I4Ye®M9Im J Yp'cIWA� JrF �DeTTn lBmamlm O HIenSEDliRpy p mn�Y®a n m A O rmmrA 9A mKmur(de®o Uel r�Ialm'l FxI/PIrifvPV IMrnPYT I ar Ih•m.XIclp.Mia im nKI<m®m Y.qImD1 GLL fm'YK i1nRK.i�m i.aA aLaNimWT i Ug�Ofh�.PLP1"iTcEl ."---�U1IwDmu'1 I aIeoati•t nma P'Wvl.L�JmDa m FNR-Y+mS 1lp eY6[Y CHKORAbt rtIDIInm Iv lwfa Mvol ZU7D�M /fwI/A'•IY me (- R6BY ' . CI1IIV/1.U`I ava�av >I nRR mm eom � Oa CC[I v v®m, - 0 2/5/20 tsQ Tom[a ron�) SHED WITH SKID SHED WffH SKID SHED WITHFLOOR'OPTION I-` TO PAD OR BLOCKING ANCHORED TO CONCREZE ANCHORED TO CONCRETE J YalA.e T.Bam P.E TIE-DOWN DETAILS D nee xw.eYl- z .9s.E AD 1.OF 1 2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS-B-180-C Side W2II Header Schedule 118DC1, EOd WAR NamdZhrule TEOC d AwYNUY,mz 9VARmIC S4. m Fs,na•/ab•y �.:..• ma.Spe Nqq c-a• a a-Ind,lmal� a:.T.f a o - .a, TI-__--_-l� .yr mf a-r.aurime. aw-x�e.mwmc.�.w.am�aQae,n` ��' ` ' n NJ-NmnMr elect emtls rep0w ro eappvl rxteil ���Y'.�^j ' aWlNwe limEsbx6Ww.'W°^t9e Na11w nwe Wn50M cwMmaE eM1tl rdp aba �I- NEtlw,mllmwee me Eeu Nvem eelsllY _ A Bm lmaEeedemm tr eaenmle trymb,In rStf>f°f P.T. a gfm e.mx�� R .Tln lohf vie•en.dlea mum mp p.m macemlw um emmroa e,enpn Lo lus�9 ®re'mMe 4°�elma siE�o•Rm�nevn elb eltlel CODE I Y Yzf arc � EI! r� e.®wm orr."°m+• �Tmn®ml Psml Y°Ac i',I m mae+mc New a smv�n��.,.L°°� a Yu. etx yam sm . NT DEM ®vo SIDE WAI I WS 4'v4'W/2'vb' on®t ROVF � WINDO END WALLS WINDOWS& _ (QPTIpNAu &OOORS DOOR 6'WIDE OR L-S __ V-au \/III/ OIV W¢rMa�mn G.F.I. 0 O � =ons�0w ui�mu emm a-h.a uc ume ..t--S,m, gv= �m wT mm o SOURCEN e••e.m rlea uK uvo - o�cx ROOF FRAMING PLAN WIRING D%GRAAI I Y� .m...v DATE . S i; i z 12/12/17 0- 0 tj NA STANDARD WALL DETA ELEVATION CROSS-SECTION END ELEVATION �,v - U a® � •� < �o v'�n are anrlueu a�ilmm a m __ o iMf rvet - Z OW11111luo"bm•m Q4_ ��:' >CEN�S�/ff'�•/`.j�,��]/R���i,. `tea• Ttl fo""9t= r.• +..v uf�.,ao i4 �p RID' .� oma am•m I �0'•.•, °LO im none evnnma o. ::♦ ` liI lei L l;``�� END FI EVATION END ELEVATION nm v bm Z• RO1mO lmm• �� ebaoeYN° F10pR FRAMING PL4N DO 9mt SSB-1 OF 1