HomeMy WebLinkAboutBuilding plans, shedFLA fiaruiaduredBoidgFrOWAM
IN ftoM Idelxoe Sleet
Business,,.
slyde9M
ProfessibrW 5548? 1 ee F wE, $50393•g•Pf2
Ft �� as6 �z1 veza• Paz. asu 414a436
Ken Lawson, Secretary
September 23, 2016
Alex Martens
Superior Sheds, Inc.
2323 S. Volusla Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019
Rick ScottGovenior
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds, Inc, located at 2323 S. Volusla 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 BQS iwww agdl abuildlna.om) 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 wi fimfdabulidino.om to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely, n
Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
- ----- -----------5iAPPROVAL 20-02
E
urns'
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Hvri�ne v4 :s'wl GENHZAI,NOTES dSaECXFlCAT70N5 FL'RAUGER At]dOR5
21,m ftv .}aS CWdS( ] :)LGNG SWAL4^TM�xEJYNE-TYrE iy+lBl% AN61:RI.RMIFICNaF'JHT=lW"TJLTE'F _3n r '1'.'�-rD..VAT1c AVEJIAG"tx%➢ryGPJal3{S/pTLcST f.g
2 AHLhhMIHd S1'.c�c inrm un ace ......, Th�l'�' `^TSTi./
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zx4-wx�
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nurttcYASaaP(bR)ue=
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e®le'r.Ss
LSiA tEaegWvanm TxCstdxai!
WALLA.YCfiOR DETAIL
e: his
i 1 2'aP - UT-0'max let,^di
—I
(t,;-_lmer_joiet spacg
.zSpt Laming RNaJ
TT
�x4'uxJxa
/////Xbai zA 'rtmafleq Ic1m
I
- 3`-K +de sflsLs
t6•PkJoByPzdPlx
o�a
glad t
9'm+e dY'✓'�d W/edd4ma,
b
N g
WMGIYin1
silrpsr., HS-z4, USPRTF
x m
CyPorequNalHrilyekdei
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.ay mineUice GeCV1
.��
x'
fioorJtla arW 9vx Ynmx
.lYrr... .a _-
X ,y a-mgPINS
rx,f-b n
FLOOR1R 1 KAN Pt-t-(W4 edl
aura- '=P
TJr 4' x fides hinds
�Y 4'wsderhesda
i-xs tn�ne(w:aa �yI
z4`beri(ryp-)
x i'wuidm.Ir�dv
NIP
T x4'I.indow>aTl
Tx4' WmmPlse
L-TSG p+ybm�d
�F?a+HS-24, DSPRTS C.p
a eapivarsrrt (Np] eA awbs
wap�xxd_••
-C�'(nusl rw'cmxkr5xn
SIDE ELEVATION WITH DOOR& WINDOWS
2�
SFEStDE FORT FOVJIITmXOTsHo .v
WRIOOWS FDR INEORNA7pN ll(tr SH044N
SIDE F -FVATION
-++
WIRR:G DIA[XiNd
(Pptlenale(e�lae)
N o
At wiyg shay Ce me
(
able t4 P-3 wva
mcefe JfEQ➢W1al
- GF.LuuIrB
ba"�
b,.6'D)
xV
Txfi bent(tSP)
bo[
1'xt•vind glee (yy.]M
F
Fplf JxrtJIeIH
2'x4 bcAmm�
1
2+
3'T80 p'}inmd
�
tKb24'
Stmpgpa HS-z4, VSP NS24Cypn 1T HYORDVFNT QFFM-S
1��><.at�n(sytl aegis
H�e:t•_r.B-
fa cmxscyal
HInAI� Or fGv.�tiF
w do udl
?xA ryev+a
2 x 4" -e (u♦rvl badna)
2 Y 4 saxls fry (YG.)
1 2im ml
2%fip.tEp.t a➢dra
rtege s. padids
ETIO ELEVATION FDUR SIQO MODg
hx NWrnream ro[Llvvn see end Nes(a� � tar
QfJT OE OTHS
3•XS-Mrk
4' Cm.,y
dOC dril vn
OPTIONAL WOOD FRAME
DOQRCONSTRUCnQN .
SCALE NTS
92 Pt 2.4 fr. (b,)
.1217C.121W nigh
cp • 3
121k'a4 pt
ptybsxtl
PA .(darer
f:up a —4=—
TYPE I. 11, vIu CGNCREfE D
�P- P.ADS WI Blrr_RMG AS
REUF --
SHFD WRH SKID ATFkCHED
a�TTJ�
rx4-,Jasa
'x4"fv=der
Simrym TP3i, tISP NP3i
wlailplzlH wegimralvR
.9 (tad7 nerd
4'x�4'hgnwsv
s?kcnts. .
2'dOIT
AUGL., ANCIICR
Z 1l7' �1Hf M(j Xz I�HHd
r andj-rnt
_ hir
mTabIS2..-
VeLxxcTmmentlotyAptocemerR(2)dx'A;ds uJy_t33""'-aMdc lw.e (4):em dsktta. ]
TabNB SI'PNe FeWLig Pad SpeMaFcr9rgpe V.&te(E,VS)v
n.,..w un.vM.ntt
4L�,i�IfTlI;BQ}L.,1GnTaGs
r;,-.ems >i�..:.
fikF-iF51L!1:7C6LYE-?J
(LiSi��•'�i�riF
frL`z164,�.YW::?JlL+3Si�iLTi��F�
�O�TAfIiFy +T3lRR711�
if7Fi:�6ffJT1fi9QifSJy7itSii2
�!'�SriFYHr.JiC3%S3E4�i�
3t�nan�F{y .JrrTr;10�
ra�E�acac^rmarn:,��,�u�rFc��u�c+aJl�s�arAc,�n�
'+�`j1•�ifif.9l�YSkC-i��ta'-x
Fo a
-�ep¢cpq is endm �s�btotpad _.
�.
Hpadrp Ea,sr mrsw
3.Usse,xO�a+nle,rced
sPadta Ex mmmrnewsa.
d..
t Y •.
�
I➢oe wkyb on vYYv -
� U
N�edm2,DW PSFSaJ eezJ"vg Ca�kyj;pOD PSFts ryp.)
�O
t. HPM1 wwsd�d concee tbcl�axPYtBj maybe str.3redm Pads (a8k'IJSe51r m 98'wlMarr, re 2_ABS pee ragWl'edmtt%d19-S'widsbedddn(x u¢y d �m
.
Table 4z Md�SFaing of Fugur Tt}1e AMJraeFm5lnele VYlde SPsis
Md'.ii,
.
(1)�-z3'(4W;upN�
)Ma19H n(,C`IM)IVO
u nnlwrec .
'•tL�yP(le(Bnd S•x]prOf dahaNrs
mlCala eWb et spe(Yg
. And]orbpaarg besanWLa--Slra�gxor xa'
MaMEinOIEi Y arp6gsiCTI M6.
C41J'+eNa'Ieb bi'dl+etc
{t✓e�1 f-adr &rydaiu`m 1}'m—'
(Pgy'tlDiB l)
1AACH4G SPM'G58A.9FD CN A9CE1-te PY2AV.TFtYYir)6J�RSEI(NLgna FxP_"C
zlA1 VF?%JBiBJIX'(JBWEMEC81iERTo rBnaCFAlL+ifK�
ePWY ..
Iwlih orJweAssln![
=sF HNmw6HtGF)NCICR6(J)oM1E JA F.]pl�lL�'i PF 91➢Ftli39stES5xJLEN[.ifTTKWiHE
..
.r^mIn
bd[fh,asgr Z'z4'
rxi-frnton gale m3�m
4.THEWIUWIICUGEffiT.W:EFOF OPNSKA4HKTS lSB➢V3EJE54q�rixtA F}PA119CW B[LT.
s AxoroFasvwr.�nn sx�w.vlsFabr)w13uTr�slm 6PLACErm(rTO Av }
FkcoG
'd' -
rze'p,>,i;amH
ewtoeiGwkHrc'TtcASE
AMJpj6 c.tFeFH.�WFfAwlALAS r1mEA51{`?sis�'•Io 91GE WA4$
':Ines TwnFbs Rerava Ardved cmY,va
GENERAL NOTES:
areta:t}'=1'41' -
f-ALL 9UHDiNCS FAOMeSQ FT. TO TJDSQ F7 AREEJ�FFRCN KINOEORNE4�aRISIMPAGF
..
5rANDARD PER FLDRIDASTAT(RES
:rx4'hommgem
2 ALiaU1LDIN( AFROM05D.F7TDF AREFOP,USEVRr}r ONEANOTWOFAMB.Y
�IDFd:CES ARE EXEMpiHEOMDWKHE1GHrRL{yJIRFA�ALL PH2Tf£F0G
COk1dtH1CJA1,eUflDiNGS AS wEt.LAS RESmEtfRA1,8ULLpL'gG'S46f SQFI ORGRFATER mr�d taUBT COMPLY WRi9 THE 6-6' DDORttG'GHTMYOTHENA2 AND MAXGt�TH FiEgU1Fi0AEY.Tg
Fmrt - 4_ALL BUyDaaES4 SIX FT_ OR JF_Ca WRR T2• DOOR HP'GW ARE
- T� PA'bsed
R60II4DALShRUf_'M ACGESSORIESTO
.
5. 7FB8 4 WAS DESIGNED kRTF FeC AND T}E F'm
6_FASTR9 FOR ROOF. AND WALLS SHAi BES ,pTRUGRW n¢TALTU V.00D FAS'rF1,
TNOGUTM to BEMVATALL
.. r:KWn NI
DD 011SFEjOTHERS TH%%1 LoLoc WD s.
F«g�Ey, acAorim--+adea Red
SHED DESIGN LOAD REQUIREMENTS FOR THE: —
1- eel gBNe eaerr4 ad
2014 FBC-Sth Edition, 2011 NEC, 2014 FFPC
sei
€hereby certify that I have reviewed Uh .plans a Rg,uo�Bh all buSdiiig mateftfs and
- } x tr F➢,ged cy,eax
..
components used in the manufacturing of (he sheds The rnateriat•and components'ittw
3B-Hurtlmne ArYr
have a Florida ProdDdApprmral as regWred bythe FTDrida BWdm9 Comrnissim s9N3)
Or ane!Yied using the V* Strrss Design_ All
-
..
�"rAF
materials and can
2014 F€odda Bt�d I JM—yi ' X'Fifiytl"k_;
ag Ct>de, the Flclida Maru(azWz d BuUong Act a,1 ]J41rs,'ard (ti17;.4IIY c `
S)RAP
N.E-C- fora category 1: Enclosed BuTGrg, Exposum'C', with a %virhj, ?' a -I c
aolxrttx
.Ri�-FS;I-�
(three second gam) .. .. - - 4`
SINC>'_f HELIXAk;G137 M'[}iCR
"sae tIN.4 roisp ,
F
U
z
0
Z1
SET UP AND INSTALLATION OF SINGLE WIDE SHED
Table 4a
1.SUILDING IS PLACE IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
MOVIEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY UNE, ETC.
2.Y)NC:E UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
+, BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED, THEN THE CENTER OF THE BUILDING
IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING.(see table 3)
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED
THROUGH THE 2" X 4" BOTTOM PLATE WITH AN P AUGER BIT AND THE EYEBOLT(or P threaded rod) IS
FASTENED INTO PLACE. THE HOLE IS BUG FOR THE 30" EARTH ANCHOR AND BACKFILLED.(per
manufacture gllidelne). THE EYEBOLT AND AUGER ANCHOR ARE FASTENED TOGETHER WITH A }' X 2"
BOLT & NUT, AND (2) 2" X 2" GALVANIZED WASHERS.
S. IF UNIT IS TO BE ATTACHED TO A CONCRETE SLAB, THE BUILD IS SET ON THE SLAB SHIMMED UPTO
LEVEL A k HOLE IS DRILL INTO CONCRETE 1 k OFF OF RIM OF JOIST. THE EYEBOLT IS FASTENED
THROUGH BOTTOM PLATE AND A A-24 SIMPSON BRACKET OR EQUIVALENT IS PLACED OVER THE
WEDGE ANCHOR A }" X 2" BOLT AND NUT W/(2) 2" X 2" GALVANIZED WASHERS ARE USED TO ATTACH THE
EYEBOLT AND A-24 BRACKET TOGETHER
SET UP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE
WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. (see table 3)
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH
THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH
(1) k X 4 in BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT
HOLES ARE LINED UP AND THE BOLTS ARE PLACED AND TIGHTENED. THE REST OF THE
BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED, FOR MULTIPLE SECTION
SHEDS. RIUND ANCHSECTIONS
RS ARE THEN ADDED (Bee table 4b))
5.ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT
BRACING IS REMOVED.
T
4"min.
1
STRAP DERAIL
amk: n.ts.
r Xr FLAT WASHER W/ fi NUT
2' X P BOTTOM PLATE
I' X 1r FORGED EYEBOLT
T X a" P.T.
FLOOR FRAMING
111%!l N HLQ-24 CUP(S70# UPLIFT)
Vx2'9.1um' dwaher
WWI Ia, nut
�')' Breaded nod
fi 1&d
,o buts .twj(2)2"XT
-gahrancted wesh"ZOON.
k x 12" forged.y.bdt
30" hwdmne augerandwr
1.21)0 UPLIFT RATING)
SIMPSON HB.24
or equivalent
TYPE 1, 11, III or N PAD W/BLOCMNG
AS REWIRED
INTO SLAB iii(spdrg par
CONCRETE SLAB BY OTHERS THROUGH
LOCAL CODE AND JURISDICTION
1. Building anchors shell be "mobile home" type HP-1 single helex eye auger
anchor manufactured by Home Pride of Bristol ,VA. Average holding power is not
less then 4,900✓f.
2. Anchoring system to ground per local !wilding code(by dealer). Locate anchors per Table 4a
or 4b.
3. Eyebolts shall be placed through the bottom plate(floor system) and attached to anchor.
TABLE 1
Shed Ardwring te Cmwrete Slab
TABLE 2 Runner Spool
Shed within
#UpIn /Side US cron,ancherai
Shed Wift Yj
X3
t3•-B'
W&MfLIF 3'.r
1 1'-!0j
9'-11"
e'-11
ra
-
-
8'
fa0#f lF
6' 9'
s-8'
8'
1 tF
6' tP
51'
Values fmm and or)dst M centem of (2) 4 x 4'sMds only. 13'4r wide sheds have (4) sd ofsidds
TABLE
Support Funding Pad Spacing for Runnw Blood"for Single Wide(Sw) or Doubts While Sheds(OW)
Maximum Load &Pad Tvra
Shed .doden
Widh T
W'.
ad
Pad Max
EM Pad
Side Runne
ProlType
Interior
Pad
Side Runner
Pad Type
4.15' 392
0'-G
1936#
or
1WliN
111, III
arN
11.4r
SWIDW
6.00' 460
^-C
644Y
I III orN
55Bf
I ILIIIorN
10'
SWIDW
5.00'/400
0"-6'
24W#
III IIIorN
2400f
III III
orN
B'
4.00'/320
0'-6'
64Y
I B III orN
or
SW
3.00'/240
0'-6'
6'47'
rux.-
!real
III IIIorN
1868#
LII, IIIorN
NIX¢S
1. Pad spacing is end M crnterof pad
2. Pecs other than end pads searing is eantorm mortar.
3. Use same max. spacing for intonarsp acing.
TYPe
1 Pad bimensi1
M x. L
1
x x
iPBp
�M�beret
wriaeta blockauab
rerrrontas.na mk
rg_
4"_Xb- 1W
3.500#
rmvetebtmk
gwalib ccrmnl8 eorre mhb
N
i6"xi6'
1 3 45M
Imspeeks
N
Xrx16'
1900p
mware qu cenent8
'Load width on runner.
"Based m 2,000 PSF Sol Bearing Capacity (2.000 PSF is W)
NOTE:
1. Hodow wsalid concrete Nooks mayy be slacked on pacts for high sell up m 46' max. wt haX ronbrcbey
2. Pads required on 1 r-8' & lx• W wide shodsaNy.
fa. Own 11. 1,41 #as .
.T FLIT WASHER Wit NUT
P X P BOTTOM PLATE
Anchor Spacing of Auger Type Anchors for Single Wide Sheds
ye Auger Acclaar
LW LOW P
MrJ,of•
ex. nknor
7.0 243
to
- 1 '
1 6.
-0'to9
10'
1 114
1 1 4 M
10'
a'
-0'to 3-d
W' 104
I 1Who3'41'
I Ul
Table 4b
Anchor Spacing of Auaer Type Anchors for Double Wide Sheds
E A lxr
ae L Max.lntmior adn ^'
m3• 0'
"Load width oudift on moor
"Locedm afent augerarx'Jwr or slab anchor
"' Andwr spacing example:3m augeranchorw }' x 3' expansim bd6.
Notes:
1. Ar Building
dn9 u based one 3 second guslat 1B0 M.PR. for a Expowm'C Enclosed
&l Mingper ants 7-10.
2 All Measurements listed above ere corder to center oanchors.
3. The minfurm number of auger anchors Is (4). (1) Q each comer of shad for Made less in
lergth l hen dwmsximorn.
4. The metmwn edge distarwe for expansion bobs Is B damps ors' far t expansion bolls.
5. Anchors shall be on side walls except when shred Is placed noun ru existing biding, in
which anchors can be placed m and wells as close M aides as pmslble.
2 X 4' BOTTOM PLATE
NAILED TO 2' X 6' PT BASE
CONCRETE SLAB BY OTHERS THR
LOCAL CODE AND JURISDICTION
+)" X 12' EYEBOLT OR t THREADED ROD OF NECESSARY)
WrM 2- X 2- WASHER AND NUT (2,000f CAPAG7Y)f UPLIFT
"COUPLER IF NECESSARY
EYEBOLT AND 3W AUGER ANCHOR FASTENED
W4 XT BOLT AND NUT WI (2) r Xr FALT WA
GRAQF
SEE BUILDING ANCHOR
DETAILS
SINGLE HELIX EYE AUGER ANCHOR
SCALE: N.T.S.
(1) t x 5" (4000.UPLIFT RATING)
WEDGE ANCHOR MID CONCRETE
SLAB THROUGH r X 4" BOTTOM
NOTCH OR COUNTER SINK
BOLTTHRU 7X4-PLATE
1-
4' mbr.
I
SHED WITH FLOOR REMOVED
ANCHORED TO CONCRETE
SCALE: N.T.S.
SHED DESIGN LOAD REQUIREMENTS FOR THE
2014 FLORIDA BUILDING CODE
I hereby certify that I have review these plans along with all building materials and
Components used In the manufacturing of the sheds. The materials and components
either have a Florida Product Approval as required by the Florida Building Commission
Rule (9N-3) or were analyzed using the Vult Stress Design. All materials and components
comply with the 2014 Florida Building Code, theFlorida Manufactured Building Acts
andRulefor a Category 1: Enclosed Building, Exposure "C", with a Wind
velocity of 180 M.P.H.(SW) & 190 M.P.H. (DW) (3 second gust)
DESIGN CRITERIA
DESIGN PRESSURE
BUILDING CATEGORY 1
FLOOR LIVE LOAD =TS PSF
CONSTRUCTION TYPE VS
OPTIONAL FLOOR LOAD =126 PSF
FLOOR DEAD LOAD =a PSF
SUILOmGTYPE ACCESSORY STRUCTURE
ROOF LNE LOAD =20 PSF
WIN0RE
VELOCITY SW V10 MP.H. (OW 190 MP.H.)
ROOF DEAD LOAD 5 PSF
MEAN HEIGHT 9.0ft
INTERNAL PRESSURE COEFFICIENT= 1-0.18
ALLOWABLE# OF FLOORS 1
ENCLOSURE CLASSIFICATION ENCLOSED
FIRE RATING N/A
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22.67
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PROPOSED
COVEJ3,ED
CONCRETE
PATIO
5.17
37.08"
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14,67'
k..L.:Z,
PROPOSE
T
PROPOSED
IRRIGATION
WELL PIPE
Lo
t3,.38s OAS
'PROPOSED SHED ON
CONCRETE sLAB Lo
NOTE: rHE FINISHED FLOOR ELFiATION
3 9
13.6
PROPOSED I STORY
CONCRETE BLOCK STRUCTURE
FORMBOARD ELEVATION 109.173
1 2.001
9
94.33'
r
ac
OPOSED
NCRETE
F RIVEWAY
O
SETSACK LINE
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00
m
1
6" W (M) 300.00v (M)
90,000 0 CORO w (p) 300.000 (p)
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120.0o,
NOTE: THEM
AVAILABLE F(
PROPOSED,
SEPTIC TANK QL
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