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HomeMy WebLinkAboutProduct Approval .� �� tib` • - .: lir a�1 - t f 1n T 1 ix' � y Y� R filrat#�c�:IU ed i v*V Prgia n `� 1' ,. , Pith hadmaS!e°l € g 1 '5'I f940i su!e?� OCT �� Z�J E� ftnu E50y1.7Iw.w Fa.U04i455?-1 Lst. Ludo county, EL Kenn Lawson.Secret� ��i t �� �tc�Sira�Go�emor September23,2016 Alex Martens Superior Sheds,Inc. 2323 S.Vo#usta Ave Orange City,FL 32763 RE:Manufacturer Certification,M NFi-113;Expiration Dame:September 22,2019 Dear Atex Martens It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Votusia Ave,Orange Qty,Ft.32763,has been approved underthe Manufactured Buildings Program,as provided for under Chapter 553,Part T, Florida Statutes,to manufacture Storage Sheds,Manufactured Buildings for installation In Florida. { Construction or modilicaiion on a manufactured building cannot begin uridl the 7ittrd Party Agency has approved the plans ire accordance with the current:Florida Building Code. YourThird Party Agency Is a contactor for the Department and has statutory authority and responsUffes -'that must be met to maintain approved Status.You may expect and demand quality'p#ans j review and inspections, Each Cdde change will mate t g your pians obsolete ur:ta'i they have been reviewed,approved and indicated[on the cover page of the plans]for compliance w#itr the Code by yourI ird Party Agency for pians review.Please ensure that your pians are in compliance and are properly posted on our website.All site-related instalVgn issues are subject to the local authority having jurisdiction. The Department`s contractor will make unannounced monitoring visits at feast once each year. You must grant complete access to yocrr manufacturing facility and records to remain in. compliance with the rules and regulations of this program. Your cart iftcataion is approved for three years from this date.You will receive a renewal notice by Email generated by the BCS lkMncr fTodda6uiidlno-oro}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=sr_:loridlabuiid1gg.ora to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter-must accompany applications for local building permits. 5tnterely, Ro6ert Lorenzo Manufactured Buildings Program cc:Professional Service Industries I� SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED Y.BUILDING IS PIAL'ED IN REQUESTED LOCATION ON SCHEDULE 40 PC TO ALLOW FORLOCATION. L 1 1.BURDCE 6 PLACED IN REQUESTED FCARO ME FIRST SECTION OF ME DOUBLE WIDE S MpVE1/ENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE.PROPERTY LONE,ETC. PLACED ON ME HIGHEST 1DCA110N OF GROUND AND S LEVELED IIP. 'd.^. '?\!". 2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED.ME BUILDING IS SLOCXED ON ME HICH SPOT ANO LEVELED. ME OTHER END OF ME �( �2.BLOCKS ME MEN PLACED AT ME ENO.CENTER,ANO OTHER END TO LAVING ONCE THE � ^ BUILDING M BROUGHT UP TO LEVEL AND BLACKED. MEN ME CENIFR OF ME BUILDING CJ;IfI/' BUILDING IS LEVEL,BLOCKS ARE ADDED TO INTACHO PL ME CORRECT SPACING(SEE TABLE 3). IS SUPPORTED TO LEVEL. BLOCKED.AND MEN SHIMMED. J.ME NEXT SECTION OF ME SHED S BACKED MIO PLACE ANO UNLOADED PARALLEL WITH THE _ _ _ 3.AFTER ME BULLDING IS LEVEL.MORE BLOCKS ARE ADDED TO ACHIEVE ME CORRECT FIRST SECTION.ME TWO SECTIONS ARE CONNECTED AT ME LOWOL CORNER WTIH(1H X4)' SPACING(SEE TABLE 3). BOLT AND NUT. ME SECOND SECTION IS MEN LEVELED ANO ME OTHER BOLT NOIES ARE - Q. LINED UP AND BOLTED SECURE THE REST OF ME BLOCKING S MEN COMPLETED. MIS 4.ANCHOR PLACEMENT IS ESTABLISHED BY ME WIDTH OF ME BUILDING. HOLES ME DRILLED 30'AUGER ANCHOR PROCEDURE S REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PULE. GORE INro THRU ME 214'BOTTOM PLATE WITH A 1/2-AUGER BIT. 1/2•EYEBOLT OR OPTIONAL (4,90OLB) 4.ORD NO ANCHORS ME MEN ADDED(SEE TABLE 4B). 1/2'THREADED ROD(FOR A"HIGH SET-)S SECURED MRU ME HOLE 5.ONCE ME BUILDING S PROPERLY BLOCKED AND BOLTED TOGETHER.ME SUPPORT BRACING S 5.ANCHORS ME NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WON NO REMOVED. MOIEA (GARAGE DOORS MR EXAYPl17. HEADER OESTCN TRANSFERS THESE LOANS. 6.ANCHORS ME NOi HEOUIREO IN ME BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO 6.IF ME UNIT HAS A FLOOR.EITHER A HOLE S DUG FOR ME 30'AUGER ANCHOR AND FOOTER(GARAGE DWRS FOR DUDIPLE). HEADER DESIGN TRAVSFERS THESE LOADS. BACKMIED AND SECURED M PER ME DETAIL OR A 1/2'HOLE S GRILLED INTO ME tlrc CONCRETE 1-1/2'OFF OF RIM.OST. ME EYEBOLT IS FASTENED THRU ME BOTTOM AOpO'�151$1d PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO ME CONCRETE YAM A 1/2' WEDGE ANCHOR. RBXUaG IAAOa a smlm ].IF ME UNIT 15 A'NO FLOOR'OPTION.ANCHOR WITH 1/2•+5•WEDGE ANCHOR THRU ME GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS eA9cremv®- 214'BOTTOM PLATE. 1.BUILDING ANCHORS SHILL BE'MOBILE HOME'TYPE HP-t SNCLE HEIIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL AVERAGE y-uA TABLE 1 TABLE 2 TABLE 3AHOLDING STRENGTH S NOT LESS THAN 4,900 LBS. ANCHORI TO ON R SKID RUN SPACING• pop ryp 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING MOE(BY DEALER). LOCATE ANCHORS PER TABLE M OR 40. SOI WONT UPIAY(PTF)AYdOR SVANs SNm WONT 41 X2 X3 TYPE PATI pMENSIOIR MAL MAD. IVAlvm 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU ME BOTTOM PLATE 20'-0' 4m Ji" 2'..-' -LBS LROE elmX (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. CEIEM ANV SMD M0 Is'-e' zea Y-6" 11'-8' 2--0• - - 0 4'aB'alfi' 35aNB9 EL eLoeK n TABLE 4A 6 4 cm-AVD SAND W 30'AUGER ANCHOR SPACING-SINGLE WIDE 11•-8' NO YX 10'-0' 1., 6'-tO. - IB b11b' J950.B9 Aga PLASTIC PAD, mt0 ewe SHED WIDTH LW UPIIT(PIF)"DANd011••MAX.anLTaw$PACING••• ID'-0' 200 Y-6 B'-0' D'-9' K-6• - N O'a0'ais 1900186 GM-Am SAND NX4mtW uslii 13'-8• >m 2U P'-0"m Y-G- 16a r-6' 6• "-0 7-t0' S1• saL Im]m¢OPAIm 0--a lrvm0 I1'-B' 6m lw I!-0'ro r-0' 10•-0• �. B'-0' - an]oalPY 6•_0' 120 Yi• -v G0 O=R, a(ll.'•.' I vO m S1XU mtmaT[QiDDo(e'4111eT lMY az 9A[NID 6.m 174 IY-d m Y-d IC-0' REV DFSCRIPT N Im DATE BY 9ws axr.lr-e•eaIHVG(O SGIs aF saAs b•emnlR amaoxrnc Am vIA A[Pmfe t�l'-6'uO lY-e'WAE SNea OKY. 130 ow To 3•-a' TABLE 3 -� r 6•-0• Sao tw W-Q'To Vc io•-0• SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE k DOUBLE WIDE SHEDS (n TO y,Ay; SHED OESCPoPTI0F1 PAD MAXIMuY LOAD AND PAD TYPE ,r. _ TABLE B I 30'AUGER ANCHOR SPADNG-DOUBLE WIDE 910)WIDTH TYPE -(pmFNO PID IIA.SPAL'NG Flm Pb SIpE RIIMFH &IDe00. SIDE TOHNB+ T-^. t''� SHED 11NM LW uPl1FT(Plf)FIND Nm1IDR••YA4 INfE00R SPACND••• _ 7 Ln a U. IS'-B• SW/PN 4.15/1]2 Pm6' 6'-0' 19JH8 L 0,D,0R N 16)9lB L D,Q 00.N lr-) - O� y -N 20'-0• LOAD - D-0'ro Jd S'-0• O t i'-B' SW/PW 4W/4m R m 6 6'-0" 235018 L 0.R.OR N Iaaa a I.4 0,O0.N N C) © r�q lmll[Ma rALL�K A4Nav = 4/Z6/I6 10'-0• SW/DA Sm/oro ?m C 6'-0' 2-- L 0.4 OR N 2eW18 L R.R OR N « a]I {� •••1MXM1IIAI svXGG Isrt' aYOmm (/j N/A B'_0' SW 4m/=D p m 6' b'-O' 202918 L O.4 OR N 2133L8 4 K.m OR N NilALL Ol m ') i M Y[Aw0.pNN15 ARL�L9GOi-Ta-maOt 44TIERAL NOTFS 6•-D' SW Jmn40 fF m G - 165018 L e,Y.OA N 1066L0 L 4 0.OR N SY•�"� MWYW IANmI w Avwda P[R Sxm a(4L(1)uma PW f1[N mwW. qA NAE NOf vAa OF lla5 YnpTH v lessi w 0.1lIxP q h :+ 1 A0.mgN.4 X60mN ANDm AR Ama.®f SPAac 6 utra naN r-0' 1•nuI sn Nm AR wvEA'6o 0Y TnuL NOSyy •T7 CD A s e.Ius Eaon WC L ra sm a wim Imn To ul z 15LXtlPr-U THE Fee Amc a o.9 m IvawNos a oaml to mROL F"7 � mc�is wmm�Aroma cw vta oN Ba FNo llNss As msc J I��sn.GasmAATION moE vm s¢noN 1 USS SINE 14vYW m K 19a1 MOem s'IOIL eY m 1 PNFR m 12-WWN uETNLsro IT � 6aTANATl9u awd6veRs 1AAr TXaz O 0 w %%Ievq T.a , C7 �• `TCENSF 2'¢w nW 3 r aL /WrLwl w I/'naLFm Ta sGl' TmO 3w••mlaToml°`eo" Z .Q•` ~�0�� "W, u,Ivwtn-in•tmle WjR j]p�•r 1 1/r canm - ln-a• IeJ mlmmc To i1e eAsc W K as VN. 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