HomeMy WebLinkAboutLetter Manufacturer CertificateMile Copy
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KGRI Li=rw3t}n, Seemai—,
September 23, 2016
Alen Martens
Superior Sheds, Inc..
2323 S- Volusia Ave
Orange C,b/, FL32763
RE: Manufacturer Om ification,1D MFT--123; E:piraiion Data: September 22, 2019
Dear Alex Martens
T949 `lc:04 :fit^st;,: c►,�
tw :R -G —9 Z•sv 3RX(ij h
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 S, Florida Statutes, to manufacture Storage Sheds, Manufactured
buildings Mr installation in iorda.
Construction or modincation on a manufactured building cannot begin until the third Party
Agenol 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 stafus_ You may expect and demand qualt4, plans
review and inspections.
Fdch" Code change Will meta your ,.clans obsolete until they have been reviewed, approved and
lndlcaiid [on the cover page oft he plansl for compliance with the Code by yourTnird Party
Agency for plans review. Please ensure that your- plans are in compliance and are properly
posted on our website- All site -related installatigtr issues are subject to fire local authority
having Jurisdiction.
The Depart penes contractor wilt 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 ragulations ofi: is program.
YOUr ceraficauon is approved iarthree year from this date, You will receive a renewal notice by
Email generated by the Btu Sfor online renewal, 3 you have questions
you may contact Robert: Lorenzo at 850-717-1835 or our FAR at 850-414-8436.
Fleas: Visit Our Vreb5it2 fit ova+nv fiorida6rtrfdin me �o sea valuabra insormaiion on me Florida
Kanur-acturad Buildings Prooran. A copy or this letter m
building permits. ustaccompany applications for toga!
cc: Professional Service industries
Sincerely,
tom 0
Robert Lorenao
Manufactured Buildings Program
nle;.ltScott G-:-a, gar
ti
rPS-I_APPR=Q
III
see
(2) 2 x 4 spruce headers and (2) 2 x 6
eat9 -� 72 P.L pine each alder non load bearing
(2) 2 x 6 p.t v door bucks added-i's Q 5 mdran garage door lralauad
um root when garage dow bistalled $ double an;',cs for garage do=
T>s garage door sbes
1 x4 bridging
DOOR
(see rate 2, 3, & 4
4' aluminum
sidcg
1• x4' bt!3&4
(wind bracing) .
(Lyp. as camera)
mobile home door
(opl�l'�4
7 x 4' bo sea %all anchor d,
PE-
hunfcane strW(typ.) use • py aosrd ISOMETRIC OF SHED 3W Mg plyboerd or 1
Singwon LSTA 18, USP spla. „ r Q
LSTA-18 or a Kdvakm 2' x S afdiwal
w1l4-(16d) raft
WALL ANCHOR DETAILS
aqale: rLt&
- 4(r-T max_ length
-- YP•) Mist fig ' x G Plt .L karning (IYp•)
x 4'ruruhe: neqL9red on
desheds
)oast spacing. glued P tongue &4
pIy- b card wladdCarta14' x 4'
rurrw
HS-24, USP RT-6
equlvalard Installed at
connection bebuew
cat and 4' x 4' rumor
cat plats for sheds aver
bottom
FLOORFRANlN PLAN-- - around
orate =1'
7-' / 4' x 4' door header
■■■
_■
''rl/
►
x 47 mderbeaoer
x 4• bridging twind
x 4' bent(tyh.)
x 4' window b--HW
Y x 4' window sill
x 4' bottom plate
T&G piyboad
bnpson HS-24, USP RT-6 CrIp
or equivalent (typ) all Suds
_ voOarrJ.Trdruads
6'-W (max) for connection
SIDE ELEVATION WITH DOOR & WINDOWS
sca
7-0'
m (TYP )
1' x 4- bridgng (wind bracing)
1' x 4' uind brace (typ.) at
� four comers
x r bottom Plate
} TSLmpmn IRS-24, USP HS-24 Ci:p or
SEE SIDE ELEVATION WfTH DOORS AND '
VONDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
stale
WIRING DIAGRAM
(optional eiacLlc)
N Q
scale nSs
All 1Vfyrg shall be nic
L lI
cable 14 ga.3 wire
ancese in of meta!
- GF.I. outlet
boas
-1' � yra{S axEhordetzds
ELEVATION VA T H DOOR TWO SKID MODELS
vanes --A Q 5
Bingfs ordmVe
g
uide arch
T
2 x 4 header
1' x 4' trrldghhy^(wind brddrg)
E2
x 4 saxs (LYP•)
T x 4' bbd(Bng
2 x 4 bottom plate
2 x 6 p.L end mi
ft-.e
4 s4 cal eidds
END ELEVATION FOUR SKID MODEL
for LnIbmtatlon not shown see end dvuatton Y$h door
WIDTHS,
OUTSIDE
12
5
l
_see arrll dt43Rs
x S (l fiTd<
tetrasy nax f
10 r.quLcs or !�(Jlj
Tek Cortnrmrplaps
lent [CoNti side}
4' Cantu -elan
door son on
Bait
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION
SCALE N TS
*2 pi 2 x 4 frame (typ)
.12 1/4' x 12 IW rough
meting
/temave 1214' of .2 p.1
Ixxmm plate
-4W pbb=xI
-2 x 6 p.t side rail
16' m24'
127 HWROVENT DETAILS
scalar t' =1'-T
'
- c 7lrtcnrrnon
SET UP AND RiSTALLAXIONOFSINGLE WIDE SHm
i o6:u'dG,r
1- BU4D:Y.G IS PLACED 11 REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FORUMS- irTO P-UN OF SQUARE
tRH:TOHOUSe,FE1MPROP8T1YLV,F-ET(1
3'x5'(khTak)
CODE REVIEW
2.OrwsU14713SQILVHE MID THE MGHSPOT OF THE GROUND IS EST BI-15HED ThE BUILDIG ts,MMCrED ON THE Fits{
, d ,�
SPOCANDLEVEIM.TE ORIER END OF THE MALWr_ ISaR000HiUP To ME 91. AND BLOOCEI.THrN THE CFWtERw
-ro
orequ:•valent
7T4b Tir'S".t
W..cr:d. R-e. mz3g
THE BU=via tS mFPORTE LEVEL BLOCKED AND siguuffi
S AFIERTHE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEWME �GiSPA-M
S:P.._--n S "..y. 91
"
4. ANCHOR PLACSUEK: IS ESTAaLMHEO BYTE! W LOTH OFINEEUCDMiCLL HOLES ARE LiiiLED`Dim UGN THE T Xr
Ards De(air for cans Olars
k"'"
t,: e__-sL'-
SM70M PIATE WRHA ;•Al.'GHtBiiANOTItE EYEBOLT IS FA5T8ll�BHiO P[X.'ETtE HOL£60UG FORAY. I.AA1H
scale:its.
FLS„ss.s?s-
ANMORAND aALrFLl�.Tt,SEYEeCLTANOANCHOR MEFAST�,-=DWYTHA i^X2'BOLTADNUT,
S. IF THE UHdr IS TQ BE ATTOCHED 70 A CONCRETE SLAB THE BUILDING IS SET ON ME CONCRETE SLAB AND Simaam UP
TD LEVEL At HOLE 6rmnhrn WCTH AMUMEt DAILINfOCONG'TETESLAB I f'OFFfMJOtST.THEEVaOLTSFASTEIL
TNSiOINC;tH THE BOTTOM AND Ap�24 MUP30N CLIP) M PLACED OVER TM t VRDGEAH=rMA I'X2- BOLT MONUTWa)
'S-enpsan LSTA-18, USP LSTA-1B
2-WASHETt to 1--S TO FASTEN THE EYEBOLTAND SMWSW CLIP TOQETYSi
Hrmrcane Snap or glava{Br2
GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS
(r .}erg studs)
1-SULDSTiI3 SLtAli BE T4aBa.EHIrxIe•TYPEfatttaoL ANC10RMAMNFACTL•REh BY HOWEPRME CF
'
BRISTCL VA THE AMMAGEHOUING POMR SNOT LESS 11CAN 4yo7R
2 AICk4DR Na SVSTEU TO GROUMT PER LOCAL BUILDING CODE4UY DEMMLOCATEANCNCR SPACING PERTABLE46
1 EYEBOLTB SHALLRF PLACED
LShad Mcbw- S Ile
taihh�tdh6 i T�9,`.1:tK7E5�^,77r'?..?•.P:,'.:'[f:7:'. :i'•":�.:� R`'?.tr:-..71•:f=2raW'-4l•
. .- . - �/ ikTi-ii�iF-iP�tiEcLri♦ i�iiiJ3f2L7�L�
ON.
� . t --'s:.�__ ti o:• i<eil`T•-��filEiita��i� iiEci�a:L�t:;iSfitO
vi-.--,.;= ! i[il♦tg;Falli•� i(�i•i1ZFNitlaiChlO
...__._:=•�"?.•'-: -� E�iC'iFJ.-f��iC3i ����7<13X70
t��is;IFlli♦��ai taT�RiG)iti3�0
SHED WITH SKID ATTACHED
- _ _ -..-Z,
-
�togethe�wl�•xTbdtllrhd
.
- �•=
=tR)rrx2',g&v-washers
'x4-header
.> -ar33=nut
�� 1
Values firm end ot)oist to center of M 4x4 skids My.13'4r wide simcls have (4) sets clsfdda.
SZ p Foo ft Pad Spacing Far Single%ldepW) or
Table 3 Doubie WIddDLN Sheds.
--
(�!It[1'�7
��^t.[S'.-i'IS.�7'�>�F.i'fi'.::1•L''-�•'�1'_•lm_
Lk'�iL /Eyi:i3ii[ t5�E-c! Cr�iii81ii�?
Simpson TP�S. USP NP35 1 Pad apacag Is and to cenmrorprd
Nallplata or equivaien: 2_ Pack other than and pad spacing Is center M renter
wj8 (10d) -115 3. Use same mot mum spacing krmterlor names.
Ir 4•x4•header x x
1 r
[fill I X X a t
r X 2• s7mre Load width on runner
gals- aashs w1 J' nut Based on 2,000 PSFSof Beuirg CaparS AZoo0 PSFLn lyp.)
No
X3' 870,1rpTrR News,
}' X 17 kxged ey�.bdl ( 1. HoBaw orsolid co ete 8x8Xt8 be stacked on pads for high sets up b 46' without rVlnkxcThg
01-Ci-2012
02-23-2M2
02-27-2012
03-13-2012
02.2E-2015
SinvsOn HS-24 or
Ong) t bar
2. ABS pad raqulrad an 11'4- a *41' � bu3dapt adj
USP RT-6 CCg or
ablehar"uxD
Table 4a Anchor Spa=g of Augnr Typa Antes ForSetgta Wide Sheds.
equivalent
daborwr
slab (per cable 7)
ALKW Anchor
(87DN uprdt)
x 2' butt w (2)
May-, kdow
7x2'fat
,
T
_
4 im'vL
c
F
Concrete Slab by adhere SHEQ Wf51CiQ ATiACNED ANCHORED /
T
m
a
Local Codes & (taisdcdon TO CONCRETE
Table 4b Anchoring S of Type Ancor For Doubia Wide Sheds
w
'a ' 79
v
aVPN
m
a p
o
x
¢sro9
(1) }' x W (400tt upir
" aigx
U
10
) wedga encin kiln
ixa6on of andon
or slab anchor
•+� Armor spacing Is examp1ts30' auger or}' x 3' ehpansial balm
uci
IL
�
ow=ata stab at spacing
ANCROftNOTES:
Cc
N
Con, cJA bydr4xs
(pa: amble 1)
2- ALL MEAMMENIENT A�iw C a TERTO CeG-et�OF�mANC1�EHCLD.s� BU'ADvxi oP. 'C
Local Codes & judsdtAon 1}'min.-fir
notch or counts sink
3. TVIE MIMBER OF ANCHOR IS (4 ONE 6EACH CORNMOF SHED FORSH®S LESS PU LENGHrr THAN THE
aDWy
bolt through 2'z4-
MJVnMW.MUM
4. THE LYMUUM EDG9 DEITA4CE FOR E PANtSUON BCETS IS a DIAMETERS OR S`FOR A i• F�At�Lsm Ba.T
6. AhXNORS SHALL BE ON SIDE WAtL4 E7�T MH34TtE4m 0 MACE NEXrTO AN �uiG
4'rrdn.
T X 4' bottonn pure rtaaed o
B ALONG. Bk VAIIUI CA--
AW- HORS CM BE MACE ON END WALL AS [LOSE AS POSS'81Eio =-- WALL4
i
7 x e' P.t base
-
'GENERAL NOTES:
-
Shed With Floor Remove Anchored to Ccncm%
} = 11-0'
• I- ALL BUILDINGS FROM 0 SQ FT. TO 720 SQ. Ff. ARE OCAfFT FROM WIND-BORNE -DEBRIS IMPACT
scela 1
STANDARD PER FLORIDA STATUTES
-
2. ALL BUILDINGS FROM 0 SQ. Fr -TO 400 SQ. Er. ARE FOR USE WITH ONE AND TWO FAMILY
Tx 4" boamm plate
RESIDENCES ARE EXEMPT FROM DOOR HELGHTREQUIRaUDIM P6iTHE FBG
f`tl
3. ALL COAWERCIAL BUILDINGS AS WELL AS RESIDENTIAL Bi1gDINGS 401 SQ FT OR GREATER
'
li
2' x r se galvarkad MUST COMPLY WITH THE 6HEIGHT
'4r DOOR HGHT AND THE M1N. AND MAX WIDTH REQUIREMENTS �; 'CsquareU-
sbal LvasltahA47h �• nct ,_ 4. ALL BULIN DGS 400 SQ. Fr OR LESS VA TTI 7T DOOR H OGiTARE ACCESSORIES TO i
T&G piyboard RESMENTiALSTRUCTURES.
ayeboltand andu
togerherudl-x2'
r x 7 garv. Wash
nu'-
szrir-�L-�.t
lT7TT�'7
�T'�:>sr
}
5.THISPLANWASDESIGNEDPERTHEFBCANDTHEFBCR
& FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRUGRIP METALTO WOM FAS.ENERS (C7•
,', _
AND SHALL BE 9-15 X i' OR EQUAL Wl 1-(M1N_)THREAO Pe4EfRATiON(IYP.)
o
T. GUTTERS TO BE MTALLED ON SITE BY OTHERS THROUGH LOCAL CODES. tY
S -
Forged Eye BaltortThreaded Rod
S;W
SHED DESIGN LOAD REQUIREMENTS FOR THE:
Zoo "
2014 FBC-Sth Edition, 2011 NEC, 2014 FFPCz
oh
COUP&Q if NecessaryfcrLeid
( hereby certify that 1 have reviewed these plans along wllh aff building mateiials and Z
1r Forged Eyebat
t�Inponents used in the manufacturing of the sheds. The material and components eitherX I
O
have a Florida Product Approval as required by the Florida Building Cournissien.F2u�e 3N3)
E oeq
30' Hurricane Anchor
or were analyzed using the LGh Stress Design. Ali ITIaterials and conTwittiy urt7b ttie . ;
,
_se
2014 Florida Building Code, the Florida Manufactured Building Act and, -Runes,;
N.E.C_ for a category 1: Enclosed Building, EVosure 'C', with a wircj= d
•-x
�'N
-__As._=_a
ecel. its.
k _ i
(three second gust)
ae�
DESIGN PRESSURE '- -ROBE WALL
r
r 7
FLOOR LIVE LOAD-75 PSF
DESIGN -CRITERIA FLOOR DEAD LOAD.8PSF 1
1LDLNG CATEGORY 1 ROOF LIVE LOAD 20 PSF
~�
BOOR DEAD LOAD 6 PSF
iNGTYPE ACCESSORY STRUCTURE INTERNALPRESSURECOEFF1ClB9T
SIN CLE HELD(AUGER'ANCHOIi ; -"T
-
CiION TYPE VBt-
sltetsWe4fdrsped.-i9
DVELOCITY ISO MPH
OWATIiTL�E�,A OF FLOORS 1
-
OSURE CLASSIFICATION ENCLOSED p„E
'A•sN.ara
ROOF HEIGHT g.85 fL ... -_
LU;7e) g
CL
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err Ir
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