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Kee Lawson,Sam" Rick ScoM 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 maize 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.ora to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
jp_t� V
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
i
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SETUP AND INSTALLATION OF SINGLE WIDE SHED /yam/ SETUP AND INSTALLATION OF DOUBLE WIDE SHED t-- --�
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PIC TO ALLOW FOR II 1.OUIIDING IS PLACED IN RECUESTED LOCATION. ME FIRST SECTION OF ME DOUBLE WIDE L5
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE.FENCE,PROPERTY LINE,ETC. Y PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2.ONCE UNIT IS SOUME AND ME HIGH SPOT OF ME GROUND 5 ESTABLISHED,ME 2,BLOCKS ARE MLANT
EN PLACED AT ME END,CENTER.AND OTHER END TO LEVEL. ONCE ME
BUILDING IS BLOCKED ON ME HIGH SPOT AND LEVELED. ME OTHER END OF MEBUILUWG IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE ME CORRECT SPACING(SEE TABLE 3). E '•-
BURRING IS BROUGHT UP TO LEVEL AND BLOCKED. MEN ME CENTER OF ME BUILDING J.ME NEXT SECTION OF ME SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH ME
Is SUPPORTED TO LEVEL.BLOCKED,AND MEN SHIMMED. FIRST SECTION.ME TWO SECTIONS ARE CONNECTEO AT ME LOWER CORNER WITH(1))'K4f'
J.AFTER ME BUILDING IS LEVEL,YORE BLOCKS ARE ADDED TO ACHIEVE ME CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND ME OMER BOLT HOLES ARE R
SPACING(SEE TABLE 3). UNED UP AND BOLTED SECURE ME REST OF ME BLOCKING IS MEN COMPLETED. THIS CODE FOR THIN
4.ANCHOR PLACEMENT IS ESTABLISHED BY ME WIDTH OF ME BUILDING. HOLES ANE DRILLED 30'AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SEUONS ARE IN PLACE.
MMU ME 214'BOTTOM PLATE WITH A 1/2'AUGER BR. 1/2'EYEBOLT OR OPTIONAL (4,90OLB) 4.GROUND ANCHORS ARE MEN ADDED(SEE TABLE 4B). r
1/2'THREADED ROD(FOR A'HIGH SET)IS SECURED THRU THE HOLE. INSTALLED vEft WNUFACNRDYs 5.ONCE ME BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,ME SUPPORT BRACING IS
5.ANCHORS ME NOT REQUIRED IN ME BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO NSIRucnONs. EIIIET Ai REMOVED.
MOVER(GARAGE DOORS FOR 1D"pa). HEADER DESIGN TRANSFERS MOTESE LOADS. MA3LMIM OF 6'=80YE GRADE 6.ANCHORS ME NREQUIRED IN THE BOTTOM PLATE FOR COORS AND DOORWAYS WOH NO
6.IF ME UNIT RAS A FLOOR,EITHER A HOLE IS DUG FOR ME 30'AUGER ANCHOR AND FOOTER(GARAGE OWNS FOR EITAMPLO. HEADER DESIGN TRANSFERS THESE LOADS.
SACKDLLED AND SECURED AS PER ME DETAIL OR A 1/2'HOLE IS DRILLED INTO THE
CONCRETE 1-1/2'OFF OF MM JOIST. ME EYEBOLT IS FASTENED THRU ME BOTTOM avPLaPW°
PLATE AND A SIMPSON A-24(OR EOUAL)IS SECURED To ME CONCRETE WITH A 1/2GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
WEDGE ANCHOR.
].W ME UNIT IS A'NO FLOOR'OPTION.ANCHOR WITH 1/2'°5'WEDGE ANCHOR THRU THE
214'BOTTOM PLATE. I.BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HEUX EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. •]_°I4
2.ANCHORING SYSTEM TO GROUND PER LOCAL%HUILDING CODE(BY DEALER).
TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B.
ANCHORING TO CONCRETE SKIDRUNNER SPACING- P lYP 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU ME BOTTOM PLATE
SHED WIDTH UPLIFT(PIF)AIC KIR-ZSHED WIDTH XI KJ TYPE PAD D'unisMNS YA=.LOAM MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WRH
THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED
20•-0' 4D0 S-6 IJ•-8' 1'-IDT' 1'u0)' I'-IOf' I 2'.6'.16' IJJ6186 GEMEM AVDSAMUR IT PORTIONS OF SHEDS ON LEVEUNG BLOCKS. _
u•-B' 26D rd I1'-B' r-e• 6'-4• - n 4•.e•ns• J500Efis R BLOCK TAB
L A
M.
ANO SANG YIX IT 3o'AUGER ANCHOR SPACING-SINGLE WIDE
11'-B' 240 Y-6 HY-O' 1'-r 6'-10' - III31- ADS PV6DC PADS SHED_TH IW DP1YT(PCF)ENO ANCHOR••IIAX WTFHOR SPACWO•••
200 Yd B'-0' W-9• W-6' - N 618•.16 WT
CEYEM AND BAND Y01
13'-8' 243 0'd TO Yd Io'-0•
6•_p• I. Y-6' 6'-0• W-10• 51' - xawvsF m fiFwoMc mvimY p001msF a nDCL7
��aN 11'-B' 6.00 208 0d m Yd 1G-0'
_ flEYf51DNfi
6'-O• 120 rd 5K�DxiJ. m0[SHIOa MAW:(4)SEm DNF) 1.4� 1-m;:=
mMi6(6'N eT7 WT IB[sNtt[v 154 0d RPVI DESCRIPION DAtE
u c06R0 HN II-e AMfi la-e•wKc sM[Os mnc _ 4.00 Ufi Dd mYd 10'-0'
TABLE 3 6•_D' 1a Lrd JD sd
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHEfD vTIDN PAD WINUM Low AHD PAD ins TABLE B
30'AUGER ANCHOR SPACING-DOUBLE WIDE _
SHED WmM LM•(PLF) FND vAp MAIL SPAQNO ENO PAD WE PADRUNNER WTEID0R SDE RUNNEA 6ME0 WIDTH LW UPLIFT(IF)END ANCHOR••MAK IHI@K1fl SPACING•••
13'-5' 4.16/]JI W m E 6'-0' 19x0.6 I,4 m.OH N IB)91B L 4 0,OR N � Ym
20•-0' 70.00 400 ad mYd 5'-0"
I1•-8' Soo/480 V m r - 255&8 0,OR N 255616 m,OR IV �RmW11��0.m�µam = 4/26/16
10'-0' 5.00/400 P m 6• 6'-0' 2400.8 I.4 0l,OR ry 24001B L 0.m,OR ry •^I--
5vA[p0 6[T'1¢N wHvlOus (n ./A
Nm AU.
4.00/JS0 C m E 2029LB 4 D.61,DR ry 211K8 L 0.m.OR N I mlcNc 4 ot9cYm AS FW/SAE-J.6'-0' S.OD/240 0•m 6• 6'-0" 1656tH l o,I6,OR N Ifi66LB l 0.I0,OR ry m[141eLUY NWS uipK16R(�].AQ 4NmHR°N Nu mxvW. NF nMI4N vUM Aff NOf vert OF m5
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