HomeMy WebLinkAboutManufacturer Certiuficationr
FLA f larufactured 9tiMiiq Frog=
Q
i. usjnes� :' 1940 North hlourosStreet
S0e 90A
Professions-1 Ta5ahassee. Florr1a32399.0772
Phone, 85D 487.187.4- Fax: 850.414 8435
Ken Lawson, Secretary
-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 tD inform you thatSuperior 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 contracbor 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 Cdde 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 Departments 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 fwvira.floridabuildino.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.floridabuildino.orn to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building perm.
cc: Professional Service Industries
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
Rick Scott, Govemor
File COPY_-
` - - - --- --... - --PSI- -P-PROV-8-L 291`5-06-02�
- -
�ri}•�:I fn'crmation
SET UP AND INSTALLATION OFSINGLE WIDESi-ED
n6:,T1d On
I. BL'LOMG LS PLACED IN r?�ESTED LCCAI O ON SCHEUL E40 PVC TO ALLOW F-Q.4 YOVEVFNTT0 P1.rIM1r OF SQUARE
0141-I-2012
+'-•-••_-+-• Y`
XW,TONOLl Sc.FHSEPROPERTYLI.c,ETG
02-23-2012
Wx5•(Wrsk)
CODEERE-WEW
2.CNElsa'rISSOUAREANDTEKOH-'ParCrTHEGROUND6ESTARLMHEDTHEBWLDAGtSamenONTHEHnH
03-13.2012
F.a'as
SPVTAND LEVEUED.TtE OThTR END OF THE OJL094G SBROU[Hir UP TO LEVEL AND BL=M.THEN THE CENTER OF
02-2E-2015
cXegtrifralant
174-633116tree!
or..rrt-.Ficrzasza,
THE SUCLYHG IS SUPPORTED10 LEVEL BLOCKEDAND SMAJ M
3.AFiERTHtEHADNGSLEVEL40REBi0= ARE ADDED TOACHEVETHECQFMCrSPACML
_
_ EI
4. ANCHOR PLACETAENTS ESTAMMiED BYTH E WM7H OFTHEEUSL DTHROU DNY3 HOLES ARE DRIGHtHE Tx?;'
Ariz Data for press Days
'--e'trs.••L
-:. a--,-s_--_
BOTTou PLATEv=HAkALrmerrAmTIEEYEBOLTLSFAmig4mINTOPLALi�:TiEHOL.ESDUGFORA3r E1R7H
FLS:w-s.s=Pst
ANCHORMIDaACrFL�.1}£EVESOLTANOANCORAREFAST�r=a WiTHKkXTBOLTNONUT.-".� ;-._' �
scale:n�
5. IF THE L MT S TO BE ATTACHED 70 A C�ETESLAB THE 9IALDING ISSET gHmF CONCFE7E5HAe AND SH394M UP
TD LEv-- Ai'HOLE m DRtum=TN Altkmu_R DR91RirO'SLAB1i¢OFFRif=ii.THEEYES OLTS FASTEN
TF!ROUGH THE SOCrOU AND A(A24 MLlP30N CLte) 1!kK/AC OVERTEE rWEDGEANCi6LA'tX?6OlTMD•INTWm
-Simpson LSTA-18. USP LSTA-18
r WAS16'- t TO FASTFHTHE EYEBOLTAID swam N 11P TOLE KEL '
-
` Hurricane Strap or a* rlars
GENERAL NOTES a SPECIFICATIONS FOR AUGER ACHORS
'r,eS
(r .)99studs)
1-911DM SHALLBE74O6IEHOFE•TYMSMHELIX ANQILRUAMFACTLREDBYFI04/ PRDECF
BRrsTa_ VA Tk� A4FRAriF Hv veer PcxArFTL is Nttr r rem Tww 4 dnri � .'+ .--�
zc :fr
-,.i �•s�-T.;
CONCRETE) REQUIRED
7 X4 bo
see wen anchor dazaTs ee
plate
2 x 4 boifam plate
2x6p.Lend rail
hrmfcane strap(Lyp.) use
}- ply
ISOMETRIC OF SHED
314' tag plyborrd or advantage 4 x4 p.t skids
Simpson L8TA48. USP
LSTA48 or SqulvaLw
scale: n r Q
END ELEVATION FOUR SKID MODEL
Ed}
Vd1 t" rails
T x E L;idera7
sore-
for Infennadon not shown see end eavadon veh door -
WALL ANCHOR DETAILS
sqsle:
O 1�1M Tab T
4(r-Cr ma)L length 1
6, Ir. 10'. I TO% or 13`a•-1
-_ - -
�I
•>
x 6- .L rIranwe
/ d'Xf P-t-a g�-)
12
1
is
son
/�_
•_
T- u xrtrruea m required
3-8'5
v+ide sheds _see arrk des
16• o1c )oust spadrtg, ghAsd tongue a4
gnxme plybaa-d w/ addWrmal4• x 4'
center rucnter
Simpson HS-24, USP RT46
Clip or equivalent installed at
very corxeacdon he.^ sell
floor jolat and 4' x 4• runner
T x 6' p.L plates for sherds over
15- in length
Mg ph'board
X 4' batmen
all
FLOOR FRAM IN PLAN-- -- - - - - arau d� )
smile = 1'
r-n• / 4• x 4' do& header
MEN
MENE.
x4 Underheaoer
- X 4• bridghg(wnnd
X 4bent(tyt.)
' x 4' vdndaw }wader
2' x 4' Lrindaw snI
X 4• IHotmrn plaza
}• TRG plyboad
-Sbnpson HS-24. LISP RT•B CGp
or equivalent [typ) W studs
won arLdadehHs
6'-D" (num) for =armacson
SIDE ELEVATION WITH DOOR & WINDOWS
scale
2.4r
iryp•)
!' x 4• bW*ig (wind bradt'g)
2 x 4 bextl{Lyp )
1' x 4' u4nd bre ce (typ.) at
� four camas
' x 4' bolt= (!fate
E �'TIG plybcard
tj _ Sknpean HS-24, LISP HS-24 CEP or
SEE SIDE ELEVATION WiTH DOORS AND
WINDOWS FOR INFORMATION NOT SHOWN
SIDE EI_F1/ATION
sole
4+
WIRING DIAGRAM
(optimal electrle)
N Q
scale nits
Ai wing shelf m=
L lO
cable 14 ga.3 wire
encase in all metal
" G.F.I. nutletboxes
for c nnactlan
. S (LhTek) eatnel
WAN
3• x 5' M.-r k Carve -or plates
or equraknt (Soto side)
T x 4' Cunuh _-+Hon
Aluminum doors'm on
From and Bade
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION
SCALE- N TS.
*2 pL 2 x 4 frarrm (typ)
.12114' x 12114' rough
opering
HernOve 121A4' of .2 p.t
bD=m plain
-3w Wyboard
-2 x 6 p.L side raa
1ri m24'
12' HYDROVENT DE�Aq_S
scara: T =1'-0•
x4'shd fr
x 4- hesdex
Simpson TP-35, USP NP-35
-A [7tid) ne9s
-A*x447her
eead
sca L,
,, � X IT EYEBOLT
' X"H_.A• AUGER ANCHRR
'.1="�eyetiolt and anchor bated
� �a ar:d 3•rut
S.
1-'I,r'f:5^7F:Sl7:IT�,:.!Ti-'?.:S.:Ii�f T=�y f:'..• t:•.5:7>i'i��r8�.c�
ar�'�tltLo�istr•t�� L6ce:,��ara.r»;asao
(t>♦LpII�t;HF7���ili:ii t�tiG]iQI�i�O
Values Iran end of joistto center d(2) 4x 4 skids only. 13' W wBa si sds Lave (4) sets dsidda
Supp-Footing Pad Sparing F--Iin*Wde(SW) a
Table 3 Doable Wlde(DW Sheds.
PR�J
" L^' LS�E<_iti�iQliE•7L�A�i��?J:�i[[i'if;�it!�''cIIAI>CiL')•
ifi��ii
trEi:t'�+r,'vC!_ ,1
[HiCSiist-�ii�b3�i1•
[[T'[i�i'.=?T.7IIiIE71()•
if7i
E•'z1�F1<sriiidt9
iHi'Sa7=aZr�
t[4[ri�:i�
[1I1L•3lisf�+:=!!<If
ICffli)�
t�<�1
��e�F.s'+)IiH
eT'rli♦Elti�
ie/,:e
[1LC7F�Y:ekk=3lAl[3R�
SRIE71�iLi/11L[7II�
TM spacing Is and to cenmrnrped .
2_ Pads other than and pad ecr�ring is oecrlar to ,bar
a 1Iy. ow,r weaxEmee.. cm,e3,n firrnV+e4.r n.vw><
�E'aF3�itt3L•�i►iJ'��,�i?%�'i-,�-v'��'•l�a
7X2-sgeare
gafv. washer w/}' rut
7X2-sgeare
gafv. washer w/}' rut
Load width onrunner o
• Capac
X 1T
• � eY
Srmpsae HS24 -
}• X3• (870i7LpfR
rating) �� bok
Based on 2,000 PSFSaa Bering tyRODO PSFL5 lyp.)
Notes I�
1. Hollow orsond coneret block f8xBx18) maybe stacked on pads for Mgh sets up xt 48, vftoL•t Ldv*xr.r
2. ABS 11'41' & t33•S buildingsonly
�
�rtabLe
pad required on wide
USP RT-6 Cf4 or
Table 4. Anchor Sprrc V of Augur Typo Andw(s ForSmoa Wide Steeds O
equivalent
slab t
(pa )
_ Lye Auger Anchor
N
(670iF Lrpfdt)
}' x T ban w (2)
_
\
4 h
c
Concrete Slab by oDfers 3HEQ W15rnD ATTACHED ANCHORED
r
T
1
Local Coda a 1 TO CONCRETE
Table 4b Anchoring Sped or rType Anchor For Double Wads Sheds .
apply
9
err
n ><
CONCEALED FASTE
[+)} xb [4D0xtpa
-.;cc"anofsd garorslabatd,ar ARE THE RESP
I w age and -Ito
' Anchor spacing Is emampkts30' aUw or}' x 3• expansier bolts.
canasta slab at SP-ng
ANC HORNOTM
'C CONTRACT
Conae�ziabbyod-.ees
(per mble1)
iALL ABOVEARECENTE.TRTO�liEROFTF H�v7Qn.4t�aua.DwOow.
l offal Codes a(wirdi err 1}•rnan-H--y
notch or esunlereank
3.3. U MUU rtin MER. OFAN04ORM(4a ONE Q EACH CORNER OF SHIED FOR SiEDS LESS N LemHTTHANTHE
aPWy
bolt though 7x4-
4. THE Let UM EDGe DISTANCE FOR SWANSrON BOLTS lS s O w Re OR SFOR A } EXPANSION BOLT_
5. ANCHORS G A LBE ON WDE WALLS E7T�m TMMNTHESM PLACE tEXTMAN �BiG
4'r
rnrn
T X 4' batrorn pate neled b
BLALDiNG. w WMC4 CASE
ANCHORS CAN BE KAM ON HA WALL AS MDSF-AS Li741•BL'E70 SIDE WALLS
L -
2'x8'p_tbase
- _ _• ..-• ,-;a' I,;
GENERAL NOTES:
Shed Weh FloorRxotle Anchored toCcxr4P�
1-0•
• 1_ ALL BUILDINGS FROM 0 SQ. FT. TO 720 SO. FT. ARE EXEMPT FROM WIND-BORNE -DEBRIS IMPACT
sL21A 1 }•=
STANDARD PER FLM13ASTATUTES.
•
2. ALL Bum -DINGS FROM O SCL FL TO 400 SQ. F,%ARE FOR USE wmi ONE AND TWO FA.MLY
2' x 4• bottom pFem
RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIREMENTS PER THE FBC.
3. ALL COMMERCIALBUI DINGS AS WELL AS RESIDENTIAL BUiLDiNGS41)1 SCL FT LAMS ,
2'xTsgLmnsgalvanaadMUST COMPLY WITH THE&4rDOOR HEIGHT ANDiI-EMIN. AND MAX.IMOTH EC7'
steel wast:erwBh �• nsx ,- 4. ALL BUILDINGS 400 SQ. Fr -OR LESS WITH 7r DOOR HE1GHrARE ACCESSORIES QUiREC TaGpiyboerd RESIDENTMSTRUCTURES. �F
eyebolt and andmrbo
together uffi* x T and
T x T galv. washers and
P�
bolted
■Lx�
�ll3t�;tliLei'«,13e�r
i�*7"_.r.-�_*�•^-ra3s>S:;r.'t�'�'•rT-a
.... � . _. I,
5. FTHISASTENERS
PLANS FOR
ROOFED D WALE FBC%V ATtO THEFBCR MAY CES!
It FASTENERS FOR ROOF AND WALLS SHALLL BE SCOTS@TRU( METAL TO Y
�) AND SHALL BE 9-15 X I" OR EQUAL W/ 1-(MIN-)-1HREAD P84E MTKW(n P.) ITM
__ _•,�! -" T x C aide rcn T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCALCODES.
�1 SHED DESIGN LOAD REQUIREMENTS FOR THE:
-•-- - Fotged�Eya BoILQ}' Threaded Rod -
sl�r th
�.���Necessary ��M 2014 FBC-5 Edition, 2011 NEC, 2014 FFPC
sec 1 hereby ceftirfy that i have reviewed these plans along with all bu�rlg materials and
> !
x 12•Forgad Eyebolt components used in the manufacturing of tlHe sheds The material and components e)tller
f �✓ have a Florida Product Approval as required by the Florida Building Cournission R%SN3)
HD Blanc A4,dror or were analyzed using the Milk Stress Design. All materials and compone A. ftie
2014 Florida Building Code, the Florida Mawfachued Building Act and--Tcum, Cr, Yl c
�5 s ,✓ N.E.C. for a category 1: Enclosed Building, Exposure 'C', with a wiry j':€: *f 1" i9 iCi- [:V';_
aca1_ nSs.-� (three second gust) '';
DESIGN PRESSURE ' i:neF WALL
FLOOR LIVE LOAD 75 PSF - (1 . + (-
' DESIGN-CRrERIA ppFRi v EtQAD D2D P 1
CATEGORY +
E ~ Y LONG TYPE ''-ACCESSORY STRUCTURE ROAR DEAD LOAD b PSF '
- I,ffERNhLPRESSURE COEFFKIH?T it-0.18
SIN ANCHOR CTtON TYPE VB
seateWe4'farspeedng� C /
sole' -1f TOWABLE A OF FLOORS MPH ` "•� � , i
RATING NIA
OSl1RE CLASSIFICATION ENCLOSED
ROOF HEl63HT 9M R
f�
a of�
R01E
I
Q
THE
141c"11C
'?S THAT
TO
GORES.
I�