HomeMy WebLinkAboutShed information , Superior sheds db'pnen
rtr7t l tOfBU5ir1t 55FLA UanufacturedBuildingProgram
r,,-i-nal�f' ness ee, Blair Sto 6e Ra ad
� Tallahassee,FJorida323.,9-fl772
Phone:350.497.1624•Fax 650.414.9438
Halsey Beshears, Secretary Ran DeSantis, Govemor
August 07,2019
Alex Martens
Superior Sheds,Inc.
2323 S.Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date: August 07,2022
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.floridabuildinci.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.floridabuildina.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:Top Line Engineering, LLC
SUPERIOR SHEDS, INC. SALES ORDER AGREEMENT
)ATE ISTOCk MANUFACTURER SERIAL# PO# SOURCE
-20
3UYER LAST NAME FIRST DAYTIME PHONE NIGHT'PHONE CELL
Ragin Blanche 772-203-?852 772- 18-7549
ADDRESS INSTALL ADDRESS IF DIFFERENT
3703 Ave L
-ITY COUNTY ZIP CITY COUNTY ZIP
Ft Pierce Saint Lucie 134947
SUPERIOR ORDER LOCATION SALES REP
Ft Pierce Fort Pierce/Hal
STYLE SIZE MATERIAL COLOR1 WINDOWS VENTS ELECTRIC WA
BODY ILL HEIGHT DECK
{ ,1 ��,lp !1
ROOF
J PEAK TRIMS
AC HOLE RAMP GARAGE DOOR ENTRY
W X
DOORS: TYPE WXH RHH/LHH COLOR
H g� g�
OTHER/MISC:
RTO._FIN_CASH
COMPANY
PRICE
TAX+
TOTAL=_ 'L'7OO B
ADDITIONAL+ r"
DESCRIPTION E `Q
DEPOSIT$_ CS d
CC_$ie_CK CASH_:
BALANCE DUE:
WILL BUYER-PROVIDE AN UNOBSTRUCTED PATH LARGE ENOUGH TO MOVE SHED TO INSTALLATION SITE? 74ES I NO
ADDITIONAL FEES/SPECIFICATIONS I INSTRUCTIONS:
AMPLE ROOM IS NEEDED.FENCES,SHRUBS, ETC.ARE PERMITS:BUYER IS RESPONSIBLE FOR ALL PERMITS.CONTACT YOUR LOCAL
BUYER RESPONSIBILITY.A$100.00 FEE WILL BE CHARGED MUNICIPALITY AND HOA.DRAWINGS AND STATE CERTIFICATION PROVIDED AT TIME
FOR RETURNED DELIVERIES DUE TO SPACE PROBLEMS. OF PURCHASE.THIS IS A MANUFACTURED PORTABLE STORAGE SHED DELIVERED
BUYER ACCEPTS RESPNSIBILITY FOR DAMAGE INCURRED FULLY ASSEMBLED AND PLACED PER BUYERS INSTRUCTIONS.BE AWARE OF SET
BY OBSTACLES THAT HAVE NOT BEEN REMOVED.ANY SITE BACKS.RETURN TRIPS TO MOVE SHEDS WILL BE CHARGEABLE.
PREP BY DELIVERY CREW WILL BE AT ADDITIONAL CHARGE,
ONE SET OF BLOCK AND ANCHORS PROVIDED.ADDITIONAL BUYER LINDERST N S ALL TERMS AND CON ITIONS OF THIS AGREEMENT.
BLOCKS,ANCHORS OR ROLL INS WILL BE CHARGEABLE.
PLEASE FILL OUT DELIVERY REQUEST FOR DIRECTIONS BUYER
AND INSTRUCTIONS.
Signature
DEPOSITS:DEPOSITS REQUIRED WITH BALANCE DUE UPON
DELIVERY.UNITS WILL BE HELD AT LOG A MAXIMUM OF 3 Blanche Ranin
WEEKS PENDING DELIVERY,UNLESS PAID IN FULL.BUILD- Print Name
NGS MANUFACTURED TO SPECIFICATIONS WILL HAVE A
20%CHARGE FOR CANCELLATIONS.
GOODS: ALL GOODS REMAIN PROPERTY OF SUPERIOR DATE: SUPERIOR REP.Fort Pierce/Hal SIGNATURE:
SHEDS,INC.UNTIL PAID IN FULL.COLLECTION COSTS,IN-
CLUDING ATTORNEY FEES,WILL.BE THE RESPONSIBILITY LOT ADDRESS: 6165 S. US Hwy 1, Ft Pierce FL.•34982
OF BUYER
ti
L`
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE, ETC. 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE MOE IS
JE
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. -
2.ONCE UNIT 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
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). F ~�'•'
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING •
IS SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. - 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE �.
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(IkNx4�'
SPACING(SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE R
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. .HOLES ARE DRILLED LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
THRU THE 2"x4'BOTTOM PLATE WITH A 1/2`.AUGER BIT. 1/2`EYEBOLT OR OPTIONAL 30CHORF PROCEDURE IS-REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODEI FOR n0
1/2"THREADED ROD(FORA"HIGH SET')1S SECURED THRU THE HOLE. _ )"-: 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). CODE ANCHORSARE NOT REQUIRED IN THE BOTTOM PLATEFOR DOORS AND DOORWAYS WITH NO UNSTAUFACNRER' 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS AGNRnFOOTER(GARAGE DOORS FOR EXAMPL.E). HEADER DESIGN TRANSFERS THESE LOADS. INSTELET A REMOVED. BU02%TYPE
6.IF THE UNR HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND E. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION ME v-4
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRILLED INTO THE
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FLRE PROTECTION N114[
'
CONCRETE 1-1/2"OFF OF RIM JOIST, THE EYEBOLT IS FASTENED THRU THE BOTTOM FIRE SUPPRESSION SMW Nw
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS uow NUMBER of s OmEs
7.IF THE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2`x5"WEDGE ANCHOR THRU THE - -
2"X4"BOTTOM PLATE. So="D SPEED V'1°Onps
1.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EIIPOSURE C
AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA.OR EQUAL: AVERAGE ENCLOSURE:
HOLDING STRENGTH IS NOT LESS THAN 4.900 LBS.
T BLE 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). NRBILAL PRESSURE COD31amCH •/-am
T BLE 2 T BLE 3 LOCATE ANCHORS PER TABLE 4A OR 4B. I FOMCE FAaOR (A.
)RING 0 C G• F&D TYPES THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF OEAO UWD trey
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH xi X2 X3 TYPE PAD DIMENSIONS MAX.LOAD- MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN SE EMENDED WITH ROOF UVE Lao
CO CRETE BLOCK OU TY THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOOR DEAD LOAD eR
20'-O' 400 3'-G 13'-8' 1-101 V-10a' 1'-101' I 2'x8°x18' 1778IB5 PORTIONS OF SHEDS ON LEVELING BLOCKS.
CE AND SAND MIX
F1AG1 LIVE Loa 916>FP3F-19dPs oR.
13'-8" 280 3'-6' 11'-B' 2'-8' 6'-4' - II 4'xB'x16' 3500185 CO ENTCRE A BLSAN OU TABLE 4 N.Ulm OF WA.$.FLOOR.ROOF, WA
C ENT AND SANS MD( 30"AUGER ANCHOR SPACING -SINGLE WIDE
11'-8" 240 3'-G 10'-0` 1'-7' 6'-1D' - III 16'xi B" 3950185 ABS PLASTIC PADS MODULES Pm BALDNc I
SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING... NUILRGQS PROTECTION USAGE NO
10'-0" 200 3'-6' 8'-0" 0'-9' 6'-6" - IV: B"x8"X15' 190OLBS 0 CR B 0C OU TV
C AND D MIX 13'-8" 7.00 243 0'-0'TO X-Cr 10'-0' HURWdNE SIQLTFR USAGE No
160 3'-G 6'-0' V-10• 51' - 'BASED ON 2000PSF SOIL BEATING CAPACITY(2000PSF IS TYPICAL) SQUARE FOOTAGE Ils9 TINT TA.0..
NOTES 8 6 00 208 a-0'TO 3'-O' ,10'-0'
120 J'�' •VALUES ARE FROM END OF JOIST TO CENTERS OF OF 414' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8 a'x167 MAY BE STACKED ,ti',t -- .,.. REVISIONS
SKIDS ONLY.I3'-B'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 4B'WR oa REINFORCNG. 10 O 5 00" 174 0'-O�TO.J'-0' _10!-0' R DESCRIPTION DATE BY
Z,LBS PADS REQUIRED ON IP-B-AND 13'-B'WIDE SHEDS ONLY.' I 910 Fee IIDATE BY
T BLE 3 8'-0" 4.00 138 a-0'TO S-o' 10'-6
CAe1A1P AigbR.•AFY MAx.IN411011 AlFM411_ e/E6/le Mre
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
6'-0" 3.00 .104 a-0'10 3'-0' 10'-0'
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE .T BLE B
SHED WIDTH TYPE I LW(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING-DOUBLE WIDE
PAD TYPE PAD PAD TYPE SHED WIDTH I LW UPLIFT(PLF)END ANCHOR•'MAX.INTERIOR SPACING... U) Dm{n DF„
13'-8" 5W/OW 4.15/332 0"TO G 6'-0• 1936LO I,II,III,OR IV 1879LB I,11,III,OR N 20'-0` 1 10.00 1 400 1 0`-0-TO 9-0' 5'-0' L-3 Coy;
1 V-8" SW/DW 6.00/480 d'TD G 6'-0' 255BLEI I,U.III,OR N 2558LB 1.11,91,OR N •LOAD WIDTH OF UPUR ON RUNNER W 4/26/16
••LOCATION FROM END WAIL OF AUGER ANCHOR
SW/OW S.GO/400 Cr TOG 8'-0' 24001B 1,P.M.OR N 2400LB 1,II,III,OR N •••MAXIMUM SPACING BETWEEN ANCHORS (n N A
8'-0" SW 4.00/320 D'TOG 6'-0' 2029LO I,11.III,OR N 2133LB I,II,III,OR N NOTESryOR SPACING IS DESIGNED AS PER ASCE-7. (y,I ALL
t.AN
SW 3.00/240 0'TO G 6'-0' 165BIB I,II,III,OR N 1886LB I,II,III.OR N 2.ALL YFASUREVENrs ARE CENTOR-W-CENRrn
3.ME MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNEA. 0- RI FD 0A➢GN PLANS ARE NOT PERT Of MI5
•LOAD WIDTH OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' �j PUN SEf AND ME GOVERNED BV LOCAL
BETWffN ANCHORS.. JURSDICTION.
I �SPACING IS ENO TO CENTER OF -- 4.ANCHORS SFWJ.BE ON SIDE WALLS EXCEPT WHEN THE SHED 15 PLACED NEXT TO AN 2.THIS BUILDING IS EXEMPT FROM THE FBC
EXISTLNO SUILDNG.IN WHICH ANCHORS CAN BE PLACED ON THE END WAU5 AS CLOSE LLI ENERGY CONSERVATION CODE PER SECTION
2.PADS TIMER THAN END Pas TO CENTER. TO THE SIDE AS POSSIBLE --I' IOi6.22.3.USE SANE MAwMUM SPaN� R I OR SPACING. m 3.RZD EFER
TT¶D TIE-DOWN
DETAILS
TS TO MEET CODE
0
y�
W
ZW GALVANIZED WASHER -12'x2'GALVANIZED WASHER WRH 1/Y NUT 1/2"THREADED ROD
WITH1/2'NUT OPTIONAL FOR YUGH SErZ
I/2'THREADED ROD EYES BOLTED TOGETHER IIEI 1/2.2' NTHRII 1'x4OTCH OR�BDTWM PLATE UNTERSINK LT (n OPTIONAL FOR'HIGH SET' (1
BOLT A:NUT WITH(2)2'x2 GALVANIZED 1/2'COUPLER
2'x{'.BOTTOM PATE NAILED
1/2"COUPLER •: WASHERS(2.00DLB SHEAR CAPACRT') :. TO 21B'P.T.RISE I `I//IIIIIYYYIIII V 1I
X X 1/216'(4O0 IBAA))CONCRETE Q
1/2112'FORGED EYEBOLT 'MN. iNRU 2Ei{'P.TCHBOT INTO SLA
TOSLABB --- f"MIN.
. • • (SEE TABLE I FOR SPACING)
BOLTED TOGETHER WRH 1/2'x2' TYPE I.U.W.OR N PAD 0
BO T k NUf WTIH(2)2'x2'GWANIZED BLOCKING AS REQLINED SEE ABLE 3 -' 1/Y%3-(400 1B.) 51LIPSON A-24 CONCRETE SLAB B/OTHERS THROUGH CONCfRTE SLAB BY OTHERS THROUGH
(2'WOIB G1PAa11T r ( )' CONCRETE WEDGE ANCHOR CLID OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION
Sa EARTH AUGER ANCHOR I (SEE TABLE 1 FOR SPACING)
(SEE TABLE{FOR SPACING) �� •• � �/�/�O
SHED`WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
70PADORBLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE --
MPtUeW T:BOIdWIn P.E
TIE-DOWN DETAILS
ifs cdaO uGeDee easoe'
z sneer AD-1 OF 1
Side Wall Header Schedule 1180C) End Wall Header Schedule 180C
2018 12-20 70P LINE ENGINEERING APPROVAL PLAN#SS-B 180 C -eene
Building WI Ih %re(d), Max.span NA")
W ALUMINUM ROOF SHEATHING Slze Pto 14 a Fasteners wd strap 7-2x4' 6-0' 0 aa'4-3•x O.1J1'na is _-..... __......_.._....._....._
0'-0'MA% ak.Span loj (each end) Pzxrc 94T o
14•x4' 6'-0" 0 3-3'x 0.731'nails e.TebWatad va pare br Na.2..a.Splwo--n rum v,1.W-Number attack studs regW.d to support each M.
45c4'v2'x4' B'-0" 1 e-3'x 0.131'nails c.raid Aar 1
a ulatetl Va ues ef0(Or O.2 glide SpmI ne�Fk umber. d.Ie Jack sled.,bud 2xa sluts laid Aar
b.NJ-Number ofjack studs required to support each end.
le — ►`� � "y
c.Window header for window openings that ha mole than SOV.combined stud wall above
and below,otherYAse use door header schedule. .'
d.Sea header details for allemate Iayo ls,i.e.2 2'x4'or 4"x4".P.T. �• F�idm E u��y
�iEma�K a�lawn rxaV��+[
' e.The header can be attached to the top plate and thus hate the combined strength onuAa raga m CODE INFER TION _
equI ant end use the maximum span stated. com KRztaN rro°i is -
I V RUNNERS LLWaFAcruEER aLFoaox amG
i MA s Ba
BUlO1NG TYPE soBAE
CONalRUC110N TYPE V-O'
1 v GqL a.. na,I'ROIEGIIaN xR5 -
Y11 awl'n/Y rA0o0 Mlam NpE sVPPn QN sISTEW xo 2
2'x4'TRU55 _ ua(1J<u• a7H• OCCUPANCY r�r
�ar 0 Y4'O.C. 'i�i R.am�le'.0 s�� .l•• ALLCIV tE NUYBER OF sr0aF5 1
< 12'MAx we W,No SP® w-IaMxx
< SIDE WALL WINDOWS END WALLS WINDOWS & �P050flE
END YI reuss N, I /bY�.Q4Y�L�1L & DOORS DOOR 6• WIDE OR LE55 4"x4"W/2"x4" ENCLOSGRE Dlaosm
YyIJ1uTp4t APWUL PEESSeRE COEmoEM .!-d1e
IMfOtaktE FACTOR I.1A
ROOF OEAO LGIO
G.F.I. - �- NolEc_aPiIONA! FI c(mTIC ROOF llvE LOAD NPa f�M IdO
OUTLET _Ay*BUNG SHILL BE 14 GAGE 1-WILE 11C CAHIE -�hnrv'trylu FLOOR oun wAo Tors•
N O -ENCASE IN ALL METAL BOxEI WIN—E.—q'III FLOOR IfvE Leto sm.TMss-I4aPS mr.
SOURCE SMP-B],SNI-)9,ICC sla5M0 N-"vic OF WI FLOOR ROOF N/A
DESIGN PRESSURES L O toes O.aNen1—T—
ROOF+27.8-94.7 ROOF FRAMING PLAN WIRING DIAGRAFM ,,.�B,�,yI YooulEs PEq BuarnNo 1
AlI.S DOORS R f32.6-292 (OPTIONAL) HURRICJ7IE Px01ECnON UWE se
HURWI SHEI.TFA USWE Iro
oa MAL •WOn• W IOUntlR YAM SaUARE FamAGE TIa WET.W IF55
m mu MnK ale•
REVISIONS
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.No rlow rxrlAW AaH ova• i ww m M-ro oEvaa rox wwsv euvuum�
a ab I Fb Ia.a.n•smAr ma-Iw Nw STANDARD WALL DETAIL ^'"� "ur.ln lAlime"'E Rom' 0115 r"0Y Q ex aa0s woc p�,
�x o�vL _ m aav ygl�l0 amuE A ..AL srw>,aAma,masses ae Aa nx
WITN DOOR h WINDOW OPTIONS Coryfx iala TAMma MILL Y1Or6ma A¢ O rs NalOx
VI re IYX� re IYx5 WL¢r0M ���JLVA1000NrP5rRis•D<NR IL U a. T9i WO rt.RaL IWE Al W'YaaYUY
FLFVATION CROSS-SECTION END ELEVATION •..•.. Aaen MaH -il�:,;;ano- sMx o.wo•EF wi r+wam. w s.cvnm ne eL aarAsm ax-SIR m arlars rra InG4
.u � w u DtlIOA ewpolo moE TYPICAL ARCH FRAME WITN ODOR iA �TFoe awrmr.LM -a/{'P.T,in w U 6 NL mNnoks AW Iwala rD YiT TIE 16NYW SKofx oo
fpWE�yL -rP,Me UN aE Bart Alwtm SrrexNVK YF11efm
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11•b• Y r• ��\ Ew.......:.
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4 e'-o'ro IS<• —1 A+ot ro IY-r � x __ ___ ___ __ _� ____ ____ _�_ __— ____ ____ ____ ____ —__ ___ 'Florida Li B1#64608\
FND ELEVATION END ELEN ATIO nacx mar,srE swsaxE Tex zoE
wlrRour ODOR wm+ -A °0°R m sheet: SCR-1 (1L- 1
twY art QaYAu FLOOR FRAMING PLAN