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HomeMy WebLinkAboutProduct Approval • a I t>`+ • < • .it FLt Manufactured Btrkfing Program • 1940NortMonroeStreet pUSfneScr ' Suite 90A ProfessiOnai Tat;ahassee, Florida 32399-0772 1':;'Qu%rlEJi2 norm:850487.1824• Fax.850.4148435 Ken Lawson,Secretary Rick Scott,Governor • September 23,2016 Alex Martens Superior Sheds,Inc. 2323 S.Volusia Ave • Orange City,FL 32763 RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22,2019 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.floridabuildinq.ora)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.orq to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, co Robert Lorenzo Manufactured Buildings Program cc:Professional.Service Industries • • • • I I • • • • U• A D SrTA 'TIO. SF SI Lr S. , SETUP AND INSTALLATION OF DOUBLE WIDE SHED •J� ,{ E•` 1.BUILDING 6 PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR M' 1.BUGLING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WISE G `,S L• IQ r • MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY UNE ETC. 7 PILLED ON THE HIGHEST LOCATION OF GROUND 0 15 LEVELED UP. �-�1 I 'P',2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2.BLOOMS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE ` `.t. BUILDING:IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). --` ' , BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUNTING 3.THE NEXT SECTION OF 1HE SHED 6 BACKED INTO PIKE AND UNLOADED PARALLEL WITH THE '-‘/•-�`. �Jf ' S SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(IJ1X4t• j (•/ 3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION 6 THEN LLVEIED ANO INE OTHER BOLT HOLES ARE SPACING(SEE TABLE 3). PNED UP AND BOLTED SECURE. THE REST OF THE BLOCKING S THEN COMPLETED. THIS -'-"--""'WOE INFORMATION4.ANCHOR PLACEMENTS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30•AUGER ANCHOR PROCEDURES REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. Na 2 THRU THE 211•BOTTOM PLATE WITH A 1/2•AUGER BIT. 1/2•EYEBOLT OR OPTIONAL 4,900LB 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). �VERS. - 1/2'S AREDED ROD(FOR A'HIGH SETT IS SECURED MU THE HOLE ( ) 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING S 4.4444.007.0 5.ANCHORS NOT ORRD IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. N.mD TIPL VA.rm. FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT RDUSD IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO comas.TrK I m 6.IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30-AUGER ANCHOR AND FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. . BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE 6 DRILLED INTO THERN locy CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT S FASTENED THRU THE BOTTOM SJ9oasa smm PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED 10 THE CONCRETE WITH A T/2" • Ry® IS WEDGE ANCHOR T.IF THE UNITA'NO FLOOR'OPTION.ANCHOR WITH 1/2•45•WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS .....210 Prm I a.-,e.,a • 2'44'BOTTOM PLATE. DVOSLUSI c T.BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE vososon I `ooL000 AUGER ANCHOR BY HOME PRIDE OF BRISTOL VA.OR EQUAL. AVERAGE NM..F6E6906 ammo .Y-.4 HOLDING STRENGTH S NOT LESS THAN 4,900 LBS. M� &o."4I ua TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING UTSRLA TO GROUND PER LOCAL BUILDING CODE(BY DEALER). low ANCHOKNG TO CONCRETE TKO RUNS'SPACING' PAD TYPES LOCATE ANCHORS PER TABLE OA OR 4B. ' SHED WIDTH UPUFF(PLP)ANCHOR SPACING SHED DOOM R1 02 RI TYPE PTD DIMENSIONS MAX.LOAD. HAMWK 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE Ka U.2.0 aec ca Aa mNCPET[BLncN wNm (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. 1W0 I our 20'-0• BOO 3-6 13'-B• 1'-10)• 1'-16)• 1'-IB)• I 218116• 1777LBS CHEM AMO SAIL MB Flora AA[TWD rm -,r�R m. 13'-B• 280 Y-6• 11'-8• 2-B• 6-4' - II 1•46•.16• 350085 C01KRElL BI-1.Tr TABLE 4A IV RAOP arms.MOP.Roo xn 1w CdFM AND SAND NO 30'AUGER ANCHOR SPACING=SINGLE TOE Il'-8• 240 S-6 10-0• 1-)• 6-10• - B IB116• 3950185 ABS PLASTIC PADS SHED YNXH LW. UPLIFT(PLY)END ANCHOR..MAC INTERIOR SPACING'" ' 14.50595 PRODOTOI US. m 10'-0• BOO 3-B' 8'-0• O-9' 6'-6• - •ol11massBS OO(T E BIDCK OWllh N Bmass CEUEM ANO SANG IDt 13'-8' T.OD 243 Od TO S-0' MAW.5161111 IDADEI le 8'_p• 160 S-C 6'-0• O'-10• 51 - •B.ASA ON 200PRT SOIL OFACIO QUALM 10000P5r IS SHAM) yo...,,,'per.,FOI I Nn”u,Ho urn 8 HUES 11'-• 6.00 208 Dd mY-G REVISIONS 6'-0• 120 5-A" �S ORE FROM 0.0•0F AST TO mons or(»411' I.ROLUs OR 5410 COME SLOW(r,Y,1RT XAY 66 ST.. 114 D-0'10 3N-o' 10'-0• REV i OESCRIPTON I DATE BY Y.1Y,I.SOS HAVE(4)SEM OF slurs e•IMMO PDtHmMO¢. 10'-D•' S.m . 2 es FPADS AMMO OR It-6 ND IS,.a STEMS OW. I I 8'-0' 1.00 038 O-0•m YdI TABLE 3 6'-D' 30 161 D-B•TO S-0• IW-B• - I I I SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS SAW DESCBPTON PAD 4AXIw(0 LOAD AND PAD TYPETABLE B I . 30'AUGER ANCHOR SPACING-DOUBLE 810E 5140 WITH PIPE LW(Plf) LIMB PBS MAC SPACING EIA PAR PARUNNER ROMP PAD TYPSIDE E SHED Mom LW. UPBFT(PAP)Dm ARLNOR••VAX ULTERIOR SPACING•• Lim.p, (3'-8• BW/OW 4.10/332 0'TO V" B'-B• LS36LB L 4.2,OR N 1619611 L O,0.OR N 20'-0• TDO Bon •D-0'TO 5-o. 5'-0• Ln MIB 4/28/16 11'-6• 5N/ON 8.00/480 0.10 W 6'-0• 255618 1.40,OR N 25551.0 L 4 D.OR N LOCAToN'NWMO WI 4 AMER ROM = ... - - 10'-0• SW/INA 000/400 R TO B• 6'-0' 240MB L e. • B.OR N 2100.8 L 4 04 OR N •••SARAN 01(0)0 8[T6m1 NOa6 'E.,.4.. N/A 8'-0• 51K 4.0/320 B•TOS 8 L W-0' 2029! U,0.OR N 21330 L 4 0.0R N 1INOM SM.6 061®AS PER Asan. W ALL Ill ULAWRFIIDNS ARE CODER-TO-COMA. 17 GENEINL MMES 6'-0• SW 300/240 WTD 6' B'-0• 165018 L B.0,OR N I BULB l I,OI.013•N 1 50 MAO N616A W NCd6 PM 5140 6 HT(I)NAun PER GW CORNEA 1.FOOWO.PUNS ARE NOT PMR OF DFS AOOORLL Ku..Moms NS noon 0 sm.6 MOS MAN AS-O' } PUNS SET IIA Apr 0YDe4B BR LOUD. 11001 W uarr a moan .��� - 4,05155 DETOUR ANDN6. SIX BAILS RO NA1 A0 5x0 IS NA®KV A Ax C D BM=A01505110B 100RElinC FROM ME TBC • a.PAD 0 i5 M D0 PM MOM D.COM m mOEA EMI= �XMmI ANCHORS WN BE.20 M ra PD WMAS As ROSE J ENE C0srsnan6!Com PER SECTOR 0.100 SAME&NAW sumo TNI 0ORea MICAG - m 5.BOLTER TO 110-006R DTARS F0 PF®m D1TNW11NI REw61040ns N WET CUE. ._--._.___.-_._____._-____.___-- .- -.-_.-_-_.__-___-_.__ 0 0 �(‘S............... < a u WA9AL a u'Gu enx��O'Namur d DOMED Pro TUN MR Z X.:•• EIGENSC '''.0-.2 .WL Nix 1n Avr _ aPmMa ra•Val-. MOM OR OwmmM 6 LT Ar 1/Y TOSMO PO " LTR Bonn 10'OG NM 1/]1]• MU r.4• PWK M. (/) ! ovmwL roR aDa sr MI Bar A HUT Wm1 O1r.Y cuvuDm 'III�-�1A1Jgqx 4•e.MT. I /�/ R a. itwZ • 1/]'COPIER Ill B.LDmB 13m14B Sx4R WACOaO I��•iT� YOL IRS•(10OE)04XKF[ A 116•P.T.06[ ''�;`/�A la" 1/2,12.FORE.[roar -:��5y�i • ��� I ARDOR PRO SAO tMU 314•P.T.ECM,RINE - _l. (5a RaE WONG) I'--- STATE OF to` LKS Bane TOLTIAI NM 1n1Y CD -P s tYPa444aNvb NM ��� 91.011 0311CRE11 SW 011034 MC. MT s MY 00 THEA cNmmm IROaA1 AS BDIN0 T�Ma M. I> RETOP ANTE d� ISP a @YL U.I.CCM AAIro°AAuO OTO LOCAL moa Arm A lOBB z �i�A'• FL 0 Ill 0 P::"...4°.:,....' HASHERS 3r Mi.AMR UCHOR AR 0.41.1011) I NI TABLE 1 Fa s9Ana) • p 'i�FS..•,....... ..ON��1 (5a Oma 4 FOR mAoc)aq❑ SKID ANCHOR D SHFD TO C(01(10 TE - SHED ANCH RED'NO TO CONCRETE OPTION //'lit/111 1 ���• TO PAD OR BI OCKING .+MOLlnsi T.Baldwin PIE TIE DOWN DETAILS N • Hort."erne M6608 gz SN6el: AD-1 OF 1 ,I i • • • PLOT PLAN MUST BE APPROVED BY MANAGER nor OF OCEAN RESORT CO—OP, INC. [ 1.9; \ : 76? APPROVED BY: MANAGER OF OCEAN RESORT ir 2017. S egc4�Et, • THIS DAY OAF E'0® . •456• 2 (31 s_ W� F�V' <oT • 7SS Ao 74 g4 `se/•,, LEGAL DESCRIPTION: ► LOT 103,OCEAN RESORTS A CO-OPERATIVE. CONTAINS:2,082 SQUARE FEET. 3j as. I 6 °'m SURVEY NOTES: • "T•'}�,F\1 ,��� 1. SHOAN OTHERWISE NOTED ONLY PLATTED EASE/EMS ARE ^'. r3/'yy'JVV� A 5 U DEROROL 2.NO TED UNLESS HER UTILITIES OR IMPROVEMENTS WERE j LOCATED UNLESS OTHERWISE SHOWN. • r J.THIS SITE LIES WITHIN FLOOD ZONE •X•&•AE•BASE • \ At.• /..,_-_%' FLOOD ELEVATION 4 ACCORDINGTY TO PANEL FLOOD F5N1 R/E�N MAFiR z� LEGEND: ELEV.3.75E6 NAWD{1988 NO- 1LOOD ZONE J. EFFECTIVE I DATE FEBRUARY 15,2012. D N L Ac DISK .yOT • • 4.FLOOD 2QtlE SHOE HEREON IS AN INTERPRETATION BY THE SURVEYOR AND IS PROVIDED AS A COURTESY. THE FLOOD CALCULATED 4F DZONEEAR NGSSHOULDSH BE VERIFIED BY A DETERMINATION AGENCY. Y IEASNim P 5.BEARINGS SWAN HEREON ARE BASED ON THE NEST LINE OFq ♦ LOT 183 ASSI➢ED TO BEAR N15'O8'53•W. P PLATTED 4` • �:YG. iCil ''rr,^, e.ALL LOT DILE1610N5 SHOAN-ARE PEO PLAT UNLESS CORRUGATED IETAL PIPE •'c , CRS COULD NOT SET Z AI!�► .• OTHERWISE NOTED.ALL SURVEY HEASUREMENfS ARE IN CONC CONCRETE u' 4,1"�t'' O;- © 7.ALLMAPPEDFEATURES SHORN HEREON ARE UNDER THE FFD FINISHED FLOOR ELEVATION QP 4> DIRECT.SUPERVISION AIA RESPONSIBILITY OF ALEXANDER FRA FOUND ) 3 J.PIAZZA PSV.INC. IR IRON ROD �: F . COT B.SURVEY MAP AID REPORT OR THE COPIES THEREOF ARE NOT IRC 5/E• IRON REB\R W17N PLASTIC CAP £ J VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED PCOR PERMANEN CORER r SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. PLP PROPERTY CONTROL.POINT 9.ADDITIONS OR GELETIONS TO THE SURVEY NAP OR REPORT PL PROPERTY LINE SY OTHER THAN THE 51GNING PARTY OR PARTIES IS RIDE RELIC UTILITIES AND DRAINAGE EAS DENT .. RCURVE OT Ph I PROHIBITED WITICUT CONSENT OF THE 51 ONING PARTY OR R RAD ( L LENGTH OF CURVE 7g♦ • SF DEAARE FOOT CERTIFIED TO: C DELTA OF CURVE . • SET me IRCN REAM WI TN PLASTIC FRO JOAN SCANLON CAP•AJP PSM 6330' NAIL&DISK 5330 JIB WAY 0.10'W • TYPE OF SURVEY: SPECIFIC PURPOSE PLOT PLAN WC TIE IN FINAL LAST FIELD DATE: 10-24-17 0\011111,1%�'i'S • COMPLETED ON: 11-02-171)3 ALEXANDER J. PIAZZA PSM. DIC. 01D K• LODE 4; an7e • summing•MaPPY10•Can Y REF K:\ / ..4'•/'.•. Ino SW 615nan End� � Part SL LWti MAYO 34053 RD FB. PO. Joe 17-3416 ,idly •••♦ Plume FM8 310-7770 OFF DATE 11.02-17 A. . A MD MEET OF ORD Flor TLJLIA PI �Ip . 3d i>m y,o-.�0 Pra��'I SurX,y_��.R�♦,IOpp,r som � BY: UN/7Zd AJP 1 1 C O01 .aWt4►3\\` (63]33300 7. 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