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Ken Lawson,Secretary Rick Scott,Govemor
September 23, 2016 RECEIVED
Alex Martens q
Superior Sheds, Inc. FEB 2 2-018
2323 S. Volusia Ave
Orange City, FL 32763 ST. Lucie County, Permitting
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 f
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 pians 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 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 r!vil.,.%floridabuiidino.oro 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
!LI
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED ��-
�Q /r
so1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR �I 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS Ir-
MOVEMENT'TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY UNE. ETC. A PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. ONCEUNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL. ONCE THE l 1 "1
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE IrrI BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). I lm
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING II 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. i4{V((� FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (tk`w41" - --- -"
3.AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES AAE -�
SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30"AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. COC
THRU THE 2"K4"BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2"EYEBOLT OR OPTIONAL (4,900LB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). am Av6TON
1/2"THREADED ROD (FOR A"HIGH SET') IS SECURED THRU THE HOLE. 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS MANUFACTURER
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. Bu_TIFF
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. RE 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO GOHSTRUCTIGN- !TO-
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. EIRE I-ECTON NFxE
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE Flnc sac
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM F:_, , L PREssrorN ssla NeIX
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2' occuPMa
WEDGE ANCHOR. AuOwASLE NUMB[P a 51011X4
7. IF THE UNIT ISA'NO FLOOR'OPTION,ANCHOR WITH 1/2'x5'WEDGE ANCHOR THRU THE 5T•6ucie CaulTty,Permitting GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS BA4C TOMO vEEO Y.-,.°,..
2'x4'BOTTOM PLATE. _ owemlRE e
1. BUILDING ANCHORS SHALL BE "MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE EKLT.OnIR[ F,oOm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL. AVERAGE WFLVN PRmRx CDuncTOR
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. IIORfIAWA FACTOR 1 u
TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
ANCHORING TO CONCRETE SKIDRUNNE 2 SPArING- PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 4B.
SHED WIDTH UPUFT(PDF)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE RDOf LAE lora ars a SFFRa
20•-0' 400 3'-' 13'-8' 1'-1 1'-1 1'-1 I 2'K6'e16' 777BLB5 C NCRE-BLOCK QUALITY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FT0011 DEAD TORO es
�• 01" 01" CEMENT AND SAND MIX FLOOR LIVE LOAG les TYv-,ars 4PL.
CON
X-C 11'-8" 2'-B' W-4' - II 4"RB".16' 350OLOS CBLOCK QUALITY ABL 4AWA
EMENT AND SAND MIX 30'AUGER ANCHOR SPACING - SINGLE WADE 'A'M°N0 OF
Foul: 'ROOF
240 X-C 10'-0' V-7' 6'-f0' - 111 16116" 3950LBS ABS PLASTIC PADS Yaour6 PEn°LL0w 1
SHED WIDTH LW UPLIFT(PDF)END ANCHOR--MAX.ITTERIOR SPACING••• HAIRCARE FrAmu"tow Ne
10'-0" 200 J-6' B'-O' O•-9' 6'-6• - N B'xB"xl6" 19ODLOS CEMENT ANDSAND MIX 13'-B" 7.00 243 O-0'TO 3'-0" 10'-O`
1RXnCA,E SNELIG U5/R[ w
W-0• 160 Y-' 6'-0' 0'-10' 51' - •BASED ON 2000PSF SOX BEARING CAPACITY(2000PSF 6 TYPICAL) SOIWIE FOOtARE MOR IHR m nrt.
NOTES it•-8" 6.00 2011 Od TO Jd 10'-0'
120 3'-6' WALUES ARE FROM END a JOIST TO CENTERS OF(2)4`.4• I.HOLLOW OR SOLID CONCRETE BLOCKS(6•x6••16•)WAY BE STACKED REVISIONS
SODS ONLY.IY-6'WIDE SHEDS HAVE H)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 46•WITHOUT REINFORCING. 10'-0' 5.00 174 Od To Jd 10'-0" REV DESCRIPTON DATE BY
2.ABs PADS REQUIRED ON IV-6•ANO IS-6'WOE SHEDS ONLY.
B'-0" 4.00 136 Od TO 3'd 10'-D'
TABLE 3 6'-0" 3.00 104 Tr-0'TO S-W o-o'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE a DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPETABLE B
SHED WIDTH TYPE LW(PlF) END PAD MAX.SPACING
AUGER ANCHOR SPACING - DOUBLE WIDE END PAD SIDE RUNNER INTERIOR SIDE RUNNER PAD TYPE PAD PAD TYPE SHED-I LW UPUFT(PLF)END ANCHOR-j-,INTERNA SPACB4G••1
13'_S* SW/DW 4.15/332 O'T(1 6' 8'-0' 1936L O 1,N,III,OR N 2558L6 I,II,NI,OR ILL
®� B
20'-0' 10.00 400 Od W 3d 5'-0` uAc
11'-11' SW/DW 6.00/480 0•TO 6• 6'-0' 255BLB I,II,III.OR N 255BLB I,II,III,OR :TWD WIDTH OF UPUR ON RUNNER LIJ 4/26/16
10'-o SW/OW 5.00/400 IY TO E 6'-0- 240OLO I.D,111.OR N 240OLS I,R,NI,
OR
•••LMUIMU SPACINGGN FROM DSE WEEN ANCNaas N NA
B'-0' SW 4.00/320 O'TOE 8'-0' 2029LB I,II,III,OR N 2133LO I,II,III,OR N 1.AANCCHOR SPACING IS DESIGNED AS PER ASCE-7. LLJ ALL
2.ALL MEASUREMENTS ME CENTER-TO-CENTER. GENERAL NOTES
5'-0' SW 3.00/240 E TO E W-O' 1B511LB I,N.III,OR N 1866LB I,II,III,OR IV 3.THE MINIMUM NUMBER OF NI.HONS PER SIZED IS(4).(1)ANCHOR PER EACH CORNER. Ln 1.FOUNDATION PLAITS ME NOT PMT Of THIS
• w'IOTN AOD(TOON L ALTO IS.N NICIgRS ME REOINRED N"SPACING 6 MORE THAN 10'-0• � AL
D ME GOVERNED BY LOC
TOAD OF UPLIfT ON RUNNER
NOTES 4.MCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED 6 PLACED NEXT TO 7.THIS BUILDING IS EXEMPT FROM THE FBC
1.PAD SPACING 6 END 70 CENTER 0'PAD. EXISTING BUILDNG;IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE LLI ENERGY CONSERVATION CODE PER SECTION
7.PADS OTHER THIN END PIGS QQFFC�]] CENTER-' To
THE SIDE AS POSSIBLE. J 1015.22.
].USE SAM MAXUS OR SPIGIIO.
M 7.REFER TO TIE-DOWN DETNLG FOR PROPER
_ � INSTALLATION REWNEMENTS TO MEET CODE.
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2•.2•GALVANIZED WASHER �� 4 ; ••,�.0/moi
2'.'GALVANIZED WAS.
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/2•CWPLFR :: S(2.00018 SHEAR CAPACNIT7 _ ,/215•(100 LB.)CONCRETE TO 2'x6"P1.T.RASE LV r
t/1112•FORGED ETEBOLT 1( :: .S4 41X. WEDGE NFCIIGR NAO SLA6 J�4•MIN. Q •, ) _
' 1 THRU 214•P.T.BOTTOM PLATE I }ly� _
` 1 (SEE TABLE 1 FOR SPACING) M------- 0 ' hr
• STATE OF
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ED TOGETHER WITH 1/2•x2•
AWE I,I1,IA,R N PAD WRH 10••• F P
WRIH(2)212•GALVMOEp 1/2•U'(IW UL SIs501/M71 CONGYIEIE SLAB BY OTHERS TNROUGNCONCRETE SUB BY OTHERS iHRgKAI(2 0001B SNF. VM,'1117BLOCKING AS REQUIRED(5EL TABLE 3). CONCRETE WEDGE MCv CLIP OR EDUAL LOCAL CODES MD JURISDICTION LOCH CODES MD JURISDICTION z0 A' LORI(SEE TABLE,FDR SPACING) p //T •••. G �EMMAUGER ANCHORSEE TABLE 4 FOR sPAcwc)SHED WITH SKID SHFQ ANCHOREDWITHSKIDCONCRETE SHED
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END ELEVATION END ELEVATION ,•c rNl am Z
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