HomeMy WebLinkAboutProduct Approval FLA Manufrvved Bir-ding Ffogrvp
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Ken Lawson,Secretary Rick Scott,Govemor
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.fioridabuildina.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.www.florida build inci.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
cc:Professional,Service Industries
SETUP AND INSTALLATION OF SINGLE WID 3HED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1.BUTDING R PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR (�p�( 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS I -
MOYENFNT'TO PLUM OR SOME UNIT TO HOUSE.FENCE,PROPERTY UNE,ETC. J(
Z.ONCE UNIT IS SQUARE ANO THE HIGH SPOT OF THE GROUND 6 ESTABUWED,THE PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
Z.BLOCKS ANE THEN PLACED S THE END,CENTER,AND THEEITHERC END TO LEVEL ONCE BLE
BUILDING IS BLOCKED ON THE MGH SPOT AND LEVELED. THE OTHER ENO OF THE BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACO PL THE CORRECT SPACING(SEE TABLE HE
BUDDING T BROUGHT U,BL LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS RACKED INTO PUCE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED BUID IN LEVEE BLOCKED,AND THEN SADDER. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WRH 1
].AFTER THE BUILDING 6 LEVEL MORE BLOCKS AflE ADDED TO ACHIEVE THE CORRECT (VS-A ../
SPACING(SEE TABLE 3). - BOLT ANO NIR. THE SECOND SECTION E THEN LEVELED AND THE OTHER BOLT HOLES AAE 6
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED LINED UP AND
ROLLED SECURE. THE REST OF THE BLOCKING R THEN COMPLETED. TIi15 CODE INFOR TION
THRU THE 2•x4•BOTTOM PLATE WITH A 1/2•AUGER BIT. 1/2•EYEBOLT OR OPTIONAL 10•AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECRON SHEDS UNDL ALL SECTIONS ARE IN PLACE.
1/2•THREADED ROD(MR A IBCH SET-)IS SECURED THRU THE HOLE. (4,900LB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 98). MIunI
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DDORWAYS 11"NO 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS
FOOTER(GARAGE DOORS i0R EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. REMOVED.
6.IF THE UNIT HAS A FLOOfl,EITHER A NOLE IS DUC FOO IME 3[1'AUGFA ANCHOR AND 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOERS AND DOORWAYS WITH NO
FOOTER(CATEU E DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
BACKFILLED AND SECURED AS PER THE DETAIL OR AI/2•HOLE IS DRILLED INTO THE
CONCRETE 1-1/2.OFF OF R14 JOIST. THE EYEBOLT 15 FASTENED THRU THE BOTTOM snmK
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2•
WEDGE ANCHOR. gnmx my�aT smNia
T.1F THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2•xS-WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
2•.4'BOTTOM PLATE.
I.BUILDING ANCHORS SHALL BE'MOBLE HOME'TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR RE HOME PRIDE OF BRISTOL.VA OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS
TABLE 1 TABLE 2 TABLE 3A - 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). rlP3vwXx rrap°
ANC.RI C T CO R KID RUNNER SPACING- PAD-IS LOCATE ANCHORS PER TABLE 4A OR 40.
SHED WUTN UPLIFT(Rh MCHOR SPACWD SHED W.H x3 xJ TYPE pAD DMENSmNs LW.lab• INTER' 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE
20'-0' 400 Srt' 13'-e' 1'C 1pJ" 1'-ID)' 1'-1p)' 1 2'.8116" 1)TBLB9 CONCRETE eLOCX ODWrt (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.
CFM.1 AVD WID Ibx
WNCXSE BLOCK QUALITY nau uK LUN
13'-B• 3W Y-6 I1'-B• 3'-8' fi'-. - D 410".I6" SSOOLB6 CEMENT AND- MIx TABLE 4A r x vm er rN.a nava Imv
]0'AUGER ANCHOR SPACING-SINGLE WIDE
11'-B• 240 Y-6 10'-0• 1•-]' 6'-10' - 111 1611fi' J950LB6 AB6 RASVC PA05 Vm4Ts Pa eu4a
ZW _ [P L CK 0 E.WONT LW ORIF(RE)END ANCRDR••MAX.INTCKKW SPAGNG••• _
Y-6' R'-0' 0'-9' 6'-6• N 01011b' IS.- CEYENTTANO WID Urc 13'-B' 7.00343 0-0'10 S-w
B'-0" Ifi0 Y-b' 6'-0- D'-10" 51' - �al 2WasT sW eN0eN0-P_a r-I 11'-8• e.W2. a-A'TO]'4 p'-p'
6'-O• 130 S-6" of STAvm Sau4v[ REVISIONS ua+ s�rX
900•a0.Y.If-e W4K Sv®3 WK(.)Yrs of sW4 e'6nIM vEVOamU¢. 10'-0• 100 aa"TO S4 D'-0' RLV OESCRPLON MTE BY
Wa[o ax 11-e Nm II mmE SxWs aAY. _ '
B'-D- 4.00TABLE 1 6'-0• SW IDE O-W To S-0" In-o"
SUPPORTFOOTING PAD SPACING FOR RUNNER BLOCKING FDR SINGLE&DOUBLE WIDE SHEDS
-OES:RIPTpH vb LL VUU LOb AVO-TYPE TABLE 8
30'AUGER ANCHOR SPACING-DOUBLE WIDE --
fi.Ep WOTx TYPE lW'(Ri) Om PID HAIL fiPAnNG FAO Pb ImINNER IMFRIOR 9P RUJm ER SHED WIDTH LW uR5T(M END M'CNOR••UAL INRRIOR Smr PKING•••
13'-8• SW/PR 4.15/1)3 P 10 6 6'-0' 193618 L o,m,OR N IBT91B L 0.v1,OR N 20'-0• 10.00 O-0'to S-O' W-0" Cn WET --
11'-B• SY/OYI .00/460 0"10 6 6'-0' 2550tH Z55SB v4 00.N tdo WAm T xwUi OV OW 4/21/1B
10'-0• SIV/DW SAO/4W V M f` 6'-0" NOOIB l a a.aR N b0003 L 4 vl 0 •�WaWY SPAWC�¢Nalloa¢ Ln N A
W-0- SIT 4.00/320 R NT_li V-0' 202918 L D,a,OR N 21J3LB L 0.v,LTR N NONE ALL
6'-0- SW 3.00/240 W TO 6' 163818 L 6.al.011 N 186fite 1,401 DR N 2.TRC YWYuII IHu11RR RpF uKxpa Rq grt0 IS f4 (1T WmIpI Rv Uu WmHW� _O CENERAL �NOBS
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