HomeMy WebLinkAboutLetter - Manufacturer CertificationiL{=t.'"s` RECE�+,rep SEP F_,�-..,
. iY!^•� ' 1 1 6o tl/ I��l F ri{l:ti! i-i^:4:• 3r•-%_nu
�lCitl;Cai« Gam:+oinikr
September 23, 2o16
Alex Margins
Superior Sheds, Inc•
23 5_ Vafusia Ave
Ornca Gr/, IZ32763
HE Manufacturer Cerefication, m. i<iFr-Lap F-Wraiion Data: September 2Z, 20:.t_3
Dear- Alex, rYar`t ns
4
ar rs my pfeasure to inform you that suparlorSheds, Dmr located at23?3 S Volusia Ave, Orange
Cial, FL 327M, has been approved under the Itianuractured Buildings Program, as provided for
under ManLar553, PaYc_T, Florida Statutes< to manu.act re Storage She&, l<7anulactured
MaId[nns ror ins3llatfan in Florida.
COns`rc action ormodincdtion Una Manufactured building cannotbegin untU the 7bird Party
Agenco/ has approved t lm plans iri accordance with the current Florida Builds a Code_ Your i bird
Pert' Avency is a contractor tar the Departrnrnt and has EtalY►tprlr autbon-ty and r2sponsibilii7es
'Mat must fr. mflt tO maintain approved statm you may e-Wect and demand quality plans
review and inspecaoas.
93ieiz Code chance will m?fca your Glans obsolete unfit they have been ravlevired, approved and
indfcaE�-d Can tine rover parse afthe PISMI for compliance tvtth the Code by yourTnird Pa cry
Agsncy -"or plans : �vi0ty Maass ensure that your plans are in compliance and are properly
posted on our wabsite. All sat e-related:Fnstalfalipn Issues era subject to the local authority
having Iurisdlction.
he flepatbnSWs ront actor wM
;r�atee unannounced monitoring visii� at least once each year
you must grantcompleta atce_s tsr your manuMcburing 1-aCKY. and records to remain in
campliancs w b .he rules and ramrlations o: Ibia program.
YGUr carti;ication is approved iortilree years
irarl tills date. You LNill tz iVe a i�nerrat notice by
Email generated by BCfS {!.Mn'r r7or7dabuildtno oral for- online renevdal. IFyou bane questions you may contact Robert for-n:n' RSD-j 7--18M or our FAQ et 3S0-41�1,-3�36
p[e� YtS1� OurTtJEb5fC2 at u�+t�l_iiorir}�fi�li[din ors � mpg v�uaure information onrpe Florida
bi building
armurad Buildings Frooram. r copy arms letter must accompawl applications for local
�uFiding permits.
cfi Profeasionat Service Industries
Sincerely,
e`�.�--
Robert Loran_o
Menumcculyd Buildings program
4 * :
rx4-b'
(wed 6rz�hg}
2'x4'a.
window
op��L
see detals below
1' x 4' btidgibt
(wind bracing)
(typ. all contra)
(2) 2 x 4 spruce readers and ep2x6
fAE varies -I 72 p.t plea each aide tvh read bowing
(2) 2 x 8 p.L dot bucks added- Q 5 when garage door inslsBed
um rod when garage doorIrIsfafed double arches Tor garage dins
> garage door sizes
1 x 4 bridging
DOOR yE
(see note 2.3, 8 4}_s1
L
sid'ahg
bile hams door
(-A-.20
z x 4' ba sea wall anchor dh
Pi-
hordcane strW %,p.) use - p.Y-rd ISOMETRIC OF SHED 3r4' t&g plyboard or I
Sinhpeon LSTA-18. LISP stake: n r n
LSTA-18 or egrtivaleld 2' x!i skferail
wII4{16d) raga
WALL ANCHOR DETAILS
40'-0' rrex- length
Est Spacing x S p.L kamin9 (typ.)
.4 ntxvhers
moiling
imills.
I
_■■■■_■■__■_W_
'_:_::. .
x 4- Nlnne: required on
de,
Joist spacing. gk*d 3' con gue &4
ply-boa.-d wl addi6=zI 4' x 4'
runner
S 24, USP RT46
r equlvalent Installed d
connection behman
and 4' x 4'runner
pt plates for sheds over
bolmm
all
FLOOR FRAMING PLAN around )
&cafe = v
z-0' / 4• x 4' door holler
• a- h
_
■
■■■
YR�iJrd :1<L�
�
ti-D' (n mL)
SIDE ELEVATION WITH DOOR & WINDOWS
E
scale? = 1'
I I- I I I I 1 11
SEE SIDE ELEVATION WITH DOORS AND
WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATION
scat, j• = r
x rxder eager
x 4' Nidaing(vmhd brag)
.4 bent(typj
x .4"window headw
!' x 4' window sill
'x 4 bocorn pbm
' TAG ptyboard
Sbnpecn HS-24, LISP Rr-6 Clip
7r equivaleleni: [ryp) all studs
sue woo ands: details
for mrnecson
1' x 4' bdd&.q(vr:rd Nmdrg)
r x 4' bent(typ.)
.1•x4'Wind brae(t Oat
four corrners
r z 4' bo8mn plate
j' T&G plyboad
Sknpean HS-24, LISP HS-24 CID or
edW.JI sa Irv.) aN stlxls
WIRING DIAGRAM
(opt elodw-)
state ns.
AY wing shall be m=
cable 14 ga. 3 wire
encase in of nwW
bars
END
l x 4' biod0r:g
wad a.•hdhorde_aR5
DOOR TWO SIOD MODELS
1-..
vanes 'IZQ 5
Single or doWe
g
V&L-arch
J1I
a
>
2 x 4 beach
.T
T x r bMgb9(Wnd bradrg)
E
2 x 4 studs (3'P•)
$
T x 4' bkckkV
Z x 4 bodann plate
2 x 6 p.L end rail
x4 p1 skids
END ELEVATTOF4 FOUR SKID MODEL
seeks: j' = r
.
far InGcnrafm not shown see end 6ava7m W!h door
WIDTHS
OUTSIDE
or13g'
r12
a5
see arch dela's
x S (Wre9) cum
tas 10 ragkmd or
equivalent
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION
SCALE N TS
3' x S (I ak)
mrsnclorp -
aegtava
Arch Dalai for press p'aY
sae: nts.
shmpeon Hs-24. LISP RT46
C&p or egndvalan-
TYPE L U. or III CONCRETE OR
ASS PADS WI BLOCIONG AS
REQUIRED
x 4'sW �---
•x4'fhesn)er
Sirrhpsm TP-35. USP NP35
Nallplate or equihrakin; .
-M 110d) raft
4• x 4' header
sniLls.
}' X 1r kaged
`ax
SEI Ur AND KI S IALLA IKON t3FSINR-..E 1AIfDES7tRR
nS:uidUrr
•'�"""'""`
I.BU&DMO LSPLACED ONWHEMtE4o Pb--M L-.IOWFOitYWELENrTo PUN OFSOUARE
1097, TO ROLM, FENCE. PROPERTYLM ETC.
CODE P VIEW
2-CtwsLWTIS SOUAREAND THE HIGH SPOT OF 7TE GROUND 13 ESTABLISFM T1'.£ BUILDING IS BLOCKED ONTHE H4GN
Pnras: idsmiao
SOTAND rIEVELEhTHE OniET EM OF THE BIXONG ISBRCLX;IUP TD LEVEL AND SLOOM. THEN THE G?nER OF
171.633rdstrcrr
THE BUDDNL1 L45Lp?Of7TIDTOlEY$_BLfY.i®W 1t,� Affi�
OY:ar &. R-Wa Tilt'
3 AFTFRTHE BDIDNC IS LEWL NOW BLOCKS ARE ADOEO TOACHIEVET1E ODRfECi SPACa.YR.
z.;s.?a. .--,. :a.�.-•n E..r'e •. 9I
4_APXNMPLkCEAEN,-CSMAMLMHMSYTHEIVM7HOFTHEEDURaL NOLE3 AFECR11.MTHROUGNTH£rXC
k.=651;t`aJef•
.yeea
t,+:
BOTTOMPLILTEmTHA}•AuGERBrrA?m7n EEYEBOLT IS FAsnwm INTO PLALETIE HOLE IS DUG FOR A30 EARTH
FL ,SF2S:
ANCHOR AND EYKSGILTAND ANrRoR ARE FA5TEiNm WUHA xr BOLTANo NuT.
5, IF THE UNIT LSTOBE ATTACRED 70 A CONCRETE VAS THE BUILDING IS SET 014THE CONCRETE SLAH ADD SHB tED up
TO L.EV31LI- HOLEIS DRILLED WITH A NAMWER DRILL I7rDCONCF7E7ESLAB I ?OFF RWJMSr. THE EVeOLTS FASTEN
TWMLIGHl THE WTION AND A(A24 SIMPSON CLDIIS RACED OVER TINE r LEDGE ANMMA tX2-60LT M'DRUTWR)
-Si7V5GT LSTA-18, USP LSTA-18
2•WASHERIS ISEDTO FASTEN THE EYEBOLTAD SMe53N CUP TOMThSL
Hurrgne Strap a sq-zlar L
GENERM_ NOTES & SPECIFICATIONS FOR AUGER ACHORS
(r�.)Bg surds)
I_H11DING ANCHORFUUU ACTL'REI BY HOVE PRIDE OF
/
BR1STa_ VA. THE AVERAGE HOLDING POWER ISNOT L EM THAN 4,90W
2. ANCHORING SY5TEY TO GROl8d7 PER LOCAL BUILDING COOEABY DEALER) LOCATE ANCHORS AONG PER TABLE 4.
1 EYEBOLTS S`11W.BE RACM TFIROUGHTHE OOfrOLL PLATE AND FLOOR SVSTBL
Table Shad Anrlcrtr�ld Tabte2 Rumher5padrg =
mbtML ar
X'1r EYEBOLT
I
-
-
---
-
-AUGER ANCHOR
grade12012
-
_
ILF-
--�
'Rid
Values Van end ofjdstmcenter d(2)4x4skidsonly. 13'4rwideShedstum(4)seftdedds
Srnppui Fooring Pad Spacing For SingleWde{SM
yeb k anchor breed
�i�tllgeOharw(j'xTbdtard
Table Dan6leW1de(OW)Sheds.
or
(2) r x r caiv. washer
-m_
'�"iL�7t-�•
l:�.rL*7
��"^ti�:lLS^.R7���f-'1'i�
1!L'r--�.�Y•'-�t�i
ikEni
ht r'•:�tf�E_<4Ir1Q�i1E��l��ilr.::--�I�f[��ilht�i31A1f31J•
Ei%!F
F( ]���:1,•rY:r:7t
[hi�IiiEi�"i�t�bi�s.�
rya=�T:�.�.»r��
iCiiE.��FL�iTutl<ti'Sa7�iTr-i�rz:�hfS�Rir.-art
r��i.�,�gt[7tf10
t�1�7:��t�FY
h)1<hiT77�1z'�
iU.;-
�ii'iG�F;kKF3�E{C7p�
<SiEL"�k
r.r iL�liriiil�lill���i[ra3>tRiC7r�iL�tpl�Rl�'illl•
1 Pad sp&khp Ls endt> cantwofpad
2 Pads DBherthen and pad dng le center to rarnier
3.Use
saneNmdrttxrna TormlFlTorMISUR
.
MMIF30
[Mint-Load-4
x zJun
36000
ME
1 x
Z x b
r X 2' Square
wl j' rut
Load vridth on rune
gaiv. washer
Based on 2,000 PSFSof Bearing Capacky(2.000 PSFL5 typ.)
j' X W (870.1 uplld
Notes*
rating) -Version bolt
Hallow or sorid come/, blockv(& (I) maybe stacked on pads for hk¢I sets up to 48' whhom rowdo=hg
=8 2. ABS pea required on 11" 81 1-8' wide hltlr.°nga
2.
'or wedge andwrirtn
slab (per bible 1)
Table 4. Andior Spacing of Augur Type Anchors ForSinngta Wide Sheds
3WPjALKwX0U
j• x r bolt w (1)
fit
t zx2'11at
1 m irr_m
xsOhlLtl����� Concrete Slab by odhens SHED WISKRT ATTACHED ANCHORED n r w - 1
Loral Codes & 1xisdCloo TO CONCRETE Table 4b Mdhod ng spacing hf Auger Type Anndhor Far Dohbie Wlde steeds
aPpN ' F-
o U Y tr01no" S
'Lem W100 On TUnner
smon (1)j'x5(40CNrrpB: Loce6onDlendaugerorslab!xdlDr
mege and -Into ' ADdw spachV is a ffVies g0• at _w or? x 3' expm-.s"tm beRL
cw=ete slab at spading AhCnORHOTFS
Con i+� (per mble 1) I. ANCHORmEA uAONO 5BASED ON cASCEENF RT t�RAGTEODHY7 OA3O.9a3J BURDIA OtP. 'C
1S•ete offi rn. 3.THEUASLMNUIBABOvE FAXCIMRtS (4 O OEACH CCRNE7R5.
Ivv 1 notch or counter sink 1T PAAXLU_�MUN Nt1MBHt OF AIY/SfOR13(4}ONEQ FJLlR COFil+E730F SFED FCASH®StF5507 LENGHf TtuxTtlE
1.J Ay t P p a bat L n% h rx4• 4 TiP Y Sa1a1L [DC OtST/1t1rE FOR F7CPAN510H BOLTS LS a DLUETERS Off SFOR A 07ANSION BmT
�' ANO A 'a� h `ji10*NT SAHCK SHHiBECWSOEWALLSBCS iMiENTM.-ME M AID NIXrTO AXOOXII BLXLDING. w WUCH CASE
E<(, l7 p(dK ' 'V G + iiC1 y in r x 4- bctan plate nailed m AW14ORS CAN BE KAM CN END WILL A9 MOM AS POM&E70 SIDE WAllB
) sY 'r{I;LD tNSPE ��R� i r x 8 pt tares,
1N OR t$Ftth Flmr Remotre AnrhOBd lD Ccnc�sr� GENERAL NOTES:
)E NECEss Lnq Ppt~tQA��g C'� orris 1 } = A 0 1_ ALL BUILDINGS FROM 0 SO FT. TO 720 SO. Fr. ARE EXEMPT FROM NP,NO-BORNE -DEBRIS IMPACT
nTFf Ail A 2. AL
L BUI DID FRFLORIDA SCL STATUTES. F. TO 400 SO. FJr. ARE FOR USE WITH ONE AND TWO FAMILY
•1 '•L rx4•boonmptets RESIDENCES ARE EXEMPiFROM DOOR HEIGHTREOUIREIVIEIMPERTHEFBC.
42 pt 2 z 4 karnee (typ) 3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL BUILDINGS 401 SM Fr. OR GREATER
MUST COMPLY WITH THE e-W DOOR HEIGHT AND THE MIN. AND MAX WROTH REQUIREMENTS.
r x r square gafvaraed 4. ALL BUILDINGS 400 SQ. FT_ OR LESS %WH 77 DOOR F£.IGHTARE ACCESSORIES TO
.12 114' x 12114' rough Slag nxasherwifth ' nut , TaG pyhrard RESIDENTIAL STRICTURES. '
°qur4og - _-_ _-=�;� 5. THIS PLAN WAS DESIGNED PER THE FBC AND THEFBCR
6_ FASTENERS FOR ROOF AND WALLS SHALL BE SCOTS@TRUGFW METALTO WOOD FASTENERS j
,remove 1211F' of' p.I - - AND SHALLBE 9-15 X 1. OR EQUAL W11-(MIN-) T HRFAD PS4ETRATTON(rYP.) it
bottom plate r x s-aida 2N T.GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCAL CODES.
-4w oyboanj
or
-2 x 6 p.L aide rail j'Thn9aded Had SHED DESIGN LOAD REQUIREMENTS FOR THE:
th
I : * -
� 2014 FBC-5 Edition 2011 NEC, 2014 FFPC
1Efa24' • ='-r- _ : "- - y = '`-i'Coup&n9ANaL�ssaryfaLaad ,I
1r HYLtROVENT DE TAILS = � , ,-- = - 1 hereby certify that I have reviewed these plans along wrlh a(I budding materials and
eyeboLand arndxrbriitLal' �----v s' components used in the manufacturing of the sheds. The material and comments ItitlTer I'
scafa: l' = T- T' % �` j- x tr Forged Eyebolt 1
em wail anchoraaal� log-na' W rj•xz a✓na-(z)�r _ �- �� have a Florida Product Appmval as required by the Florida Building Cortrnission Ruh M-3)
far ��a, r x r Baru. washes ardys- - _ �- Hi:r�l ee Anchor or were analyzed using the Mile Stress Design- All materials and ytvdb"fie
r!' ✓f =_ -�� 2014 Florida BtRTdutg Code, the Florida MarlllFadllred Btmldtrxj Act andtil'es,-
N.E_C_ for a category 1: Enclosed Building, Exposure 'G', with a wirrj'br;^itya iCisf I';
-�"'-
FASTENING
SCtL�iLSi.
�� �T
r"'- -
1. ✓' - �
�•`��_ - ✓-
L.siNC;I.E`IL•IXrAUGER ANCHORS
sea table 4 fcr,.,pg9 -� !_ . Y . -.w
Sgia="'- '�
(lI ItCC Arch.-VNU HUMj
_ DESIGN PRESSURE _ ROOF- -• wAt1
FLOOR LI!!E LOAD."5
DESIGN CRFTERIA FLOORDEADLOA13a
ROOF LIVE LOAD 20PSF , - -
CATEC#2Y 1 ROOR-DEAD LOAD aPsF
LDINGTYPE -ACCESSORY STRUCTURE INTERNALPRESSLIRE COFFFFCLHYT t�-0.18
TYPE VS
URE C
D VELOCITY ISO MPH
Z'z
16v z.
4
r z4
car a x.13f tva m d
R2M�_
4 zr
Ihhue.a 3.. ilwud
se
htCxrhitxv
eornav t zrmdYmvme
2
mmt x"I
n
x.It1 the slink
aver am arx5ut
-35
m z.Ist ad hazhtNed
exdh zW aI
OWABLE A OF FLOORS 1
SIRE CLASSF=-nON ENCLOSED
ROOFHE)GHT smft-
a
O74k1-2012
02-23-2012 -
02-21-2t112
03-t3-20f2
02-2E2D75
191