HomeMy WebLinkAboutProduct Approval i 3, 0 FLA Manufactured Budding Program
3USIn'es 1940NomM s t
ProfessWN Talahmee, Fleas=99-=
Regulation Phom,850487.1824- Fax:850AK8438
I
Ken Lawson,Secretary Rick Scott,Govemor
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
i
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.floridabuildino.org)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:Professional Service Industries
I � ,
I
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED
- :Ic: rF �•
1.BUILDING 5 PLACED W REQUESTED LOCATION ON SCHEDULE 10 PVC TO ALLOW FOR 1.BUILDING 5 PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WOE IS •i V -;
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE.FENCE.PROPERTY UNA.ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. —•� e•�•�
2.ONCE UNIT 5'SQUARE AND THE HIGH SPOT OF THE GROUND 5 EST.,THE 1,BLOCKS ME THEN PLACED AT THE ENO.[EWER,AND OTHER END TO LEVEL. ONCE THE
BUILDING IS BLOTED ON THE MGM SPOT MO LEVELED. THE OTHER END OF THE BUILDING 5 AR
LEVEL.BLOCKS E HOED TO ACHIEVE THEXORRECT SPACING(SEE TABLE 3).
BUILOING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKEO INTO PLACE AND UNLOADED PARALLEL WITH
IS SUPPORTED TO LEVEL,BIOCIED,ARD THEN SHIMMED. FAST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNEA WTIH(1)1'.41'
3.AFTER THE 9UILDING 5 LEVEL.MORE BLOCKS ME ADDED TO ACHIEVE THE CORRECT .. BOLT AND NUT. THE SECOND SECTION 5 THEN LEVELED AND THE OTHER BOLT HOLES ARE d
SPACING(SEE TABLE 3). TINED UP AND BOLTED SECURE. THEREST OF THE BLOCKING 5 THEN COMPLETED. THIS
4.ANCHOR PLACEMEN IS ESTABLISHED By THE WIDTH OF WE BUILDING. HOLES ARE ORALEO 30'AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ME IN PUCE COGE._GN7,THE 2.4'BOTTOM PLATE WITH A 1/2'AUGER IIP. 1/2'EYEBOLT OR OPTIONAL {.GROUND ANCHORS ME THEN ADDED(SEE TABLE IB).
1/2'S ARE
ROD(FOR A'ITHE SEM)IS SECURED 1DOO TNA HOLE.DO 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING 5
S.ANCHORS AK NOT REONRED w 111E BOTTOM RATE FOR DOORS AND DOORWAYS WITH NO REMOVED,
FOOTER(GARAGE DOORS FOR OuM
sOLLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS E tlOTI KDIIIRED IN E BOTTOM PLATE FOR DOORS AIR)DOORWAYS WITH NO
TH
S.
li E UNIT WAS A FLOOR M
EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHOR D FOOTER(WRAGE 0000.5 TH
FOR ExAMRE). HEADER DESIGN TRANSFERS THESE LOADS.
BACNMUUEO AND SECURED AS PER THE DETAIL OR A 1/2'HOLE IS DRUM INTO THE
CONCRETE 1-1/2'OFF OF HIM JOIST. TIME EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE ANO A SIMPSON A-24(OR EQUAL)5 SECURED TO THE CONCRETE WITH A 1/2'
WEDGE MCHOR. '
7.E THE UNIT 5 A'NO FLOOR'OPTION.ANCHOR WITH 1/2'4'WEDGE ANCHOR TKRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
2'N'BOTTOM PLATE
1.BUILDING ANCHORS SHALL BE'MOBU'HOME'TYPE HP-1 SINGLE HELIX EYE
AUGER ANCHOR BY HOPE PRIDE OF BRISTOL.VA OR EQUAL AVERAGE •;_ao
TABLE 1 TABLE 2TABLE 3A HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. mum
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
MCTR'RING To CONC KID RUNNER SPACING- PAD T,PES LOCATE ANCHORS PER TABLE 4A OR 4B. ___
SHIM 4rOM wl6T(PLA)AMN&a SPAQNG 9®WOw xl x2 x3 TYPE PAD DYEN51mS MAIL LOAD. wlOaAt' 3.THREADED ROD WITH EIEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE mm Wa
20'-0' I 4W Y-e' I3'-8' 1'-10)' I'-Io)' r-IUM' 1 ]18116' 1)7RJE WNCREIE ROCK (BOOP SYSTEM)MO ATTACHED TO ANCHOR.
fYMRNf AM,SANE IED
IY-B' I 280 Y,• 11'-B' 2'-0' I;-4•- - e 4•m11s• &YDwBs 'FANO DSAHO ImK ABLE ILAmwsmaam
11'-B' 240 Y-6 10'-0' I'-r 6'-10' - R 18•.16• ]9JR65 ,185 PU9IK:PADS 30'AUGER ANCHOR SPACING-SINGLE WIDE
SNEO MDTN LM UPlif(DILE)ENG MCNOR••LL4x.IRIBWR SPAQNG••• mO PP v�
200 Y-6 B'-0' W-9• 8'-6• - N 818118• ISM —E OIALTY
CL41EM nm SANG lax 13'-B' T.W w] dd TG Y-0• 10'-0• Wmaa�sR�R
IW Y-6 B'-0' 0'-1Q' N' - m1]WEDS.sW mP.ON(Teemu m IrvSAtI
6tp• 120 Y-6 •aua[S As[OmN m m Nmr m m m 41P W.mmc Ram(Yd11e7 wi m snOvn 11'-B' 600 IW Od m 7.7 IO'-0' mvAe >on
SSR bal:IY-r a.a s.em wx TO s[4 m 9Wi 4r t.n.Am.examcW4 10'-0' SW 1)4 p•-m m S-0' Lob' CHV MN5
REV OESCRWION QAIE BY
B•-0• 4.W 1]6 O-a'R,Y4 1o'-w
TABLE3 a 6'-p• ]DO Iw Od m Ya' 1m-0•
SUPPORT FOOTING PAD SPACING FOR RUNKfl BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED GE—I PAD uAWwY two Arm PAD INE ABLE B
9®— I TYPE w(PLh END PAD YAx.—!GFND PID 91IE RUNNw -M. SINE RU JO'AUGER A.C...SPACING-DOUBLE MILE
TrPESNEO MDTH LR• UPwT(Plf)END AMCHW W4 INmtpR�AONG•••
IJ'-6' W. 4.16/3]2 m TO C 6'-0' 19]YB L x.m,OR N 16Y91H 4 0.R ON N 20'-0' 1BD0 4W Ord MY-W.. r-W
11'-B' I STOW &W/1W W TD 6, 6'-D' ]558!8 L 4%W N ]S!&B l 4 OL OR N w wSoml W 1/26/16
S1/m &W/4W P m r e'-D• — L 4 R W N ]NINTH L 4 m.ED N SM4I6 LeOim�`MG�44 25 N/A
B'-0' 511 4.0)/JA C m 6' 6'-D' 2029RB L 0.m,RR N ]I3Jlp L 0.14 OR N m�fl 4 u �_T. All
' 6'-0' SW ].W/140 P m r e•-D• MM) L o,m,CA N 1066L6 4 0.4 Dw n 1 I¢Imauly Mppa SI1 sm p
alpml m ugml w RAn.w 1 mlWnsL elnm.m gaom A¢Raue®r ASnLTixI1)A.vaw.w tAw coaw. 3 AR[F9T PAaf m Ix6
YaR IwA 1a-P• •PWa SEI nm�WNwI®w MARK
p 3>m.HSS uCmS mol=5 4 AImD EDT m An BKwiG m®af TAm LAIC Tet
�zauc I LIED m Waw m vn rm���.�01 nnnm n1.a nc Om ous n avY LLI ''Eimtm Wxswwlw Wm Pn aanl
1:P.as Wml IImA wI.4TH vAmw R mvw m WmDL
u4 MSR N.x4An�.mm RmR m1I1A TPAaG.
I j '.awunmi aivwmmN�ro nm`�WeE.
0
O
� `11111111111////A
. W 1 11 EW.T:9q //i
rd'rx D los ]•u•eam rm�.m tp•nwr� Z' %�/ \ i
�'C .+'`\DENSE i
A C•6 WQ[a iaTNw em 1/J•p' 90LT `Q
Aatumi m� - .. mr r ran.sm Ip'_Www I watti4• PwL..mem (n
Imam RA.]u SWAP Wna ( 6,98/q6�
I/y-.Ir MnaD nLmr '' .. x K Ima tn70
dal ��YNDE D a•-e•I.T.11-I3.. WTI
6aM 1acFI1o1 1/2'd' -I P + (ss rAmET1 Ran SPACSq - 1 V, STATE OF f
mmm pmuD'Na�iai" mD'TI`mLmm u Rmu®C�umx)Y �E/A swsml vD er Inam IHmW�I IWI�%`e�mT^uw /i TIF P .Q.`�
lsa uaE t ru S—) w muL Irc'a LW Rs wm A.�na Z �/.l L O R IO f•'1�`�
•' � 4 m"� ) � SHED WITH SKID SHED WITH 'NO FLOOR'OPTION 0 ''�%�S/O••-L 0-
SHED WITH SKID ANCHORED TO CONCREFE /// NA 11
TO PAD OR`BLOCKING ANCHORED TO CONCRETE �, III 111.
-I •'YAINe�T�1kNain PL
+ TIE—DOWN-DETAILS � RaRaa LM..,: wRAe
z l 4D-1 OF 1
I
I
I •
_ I
f PSI APPROVAL 201 B-01-19 en WV ll eader Schedule 1e0c
Std.Wall Header Schedule f180C1 •ar.',•-
®ap
w AOAONVY 0.ee/s AneNe t� m Fearaa.ddaw ---- --
I -0•Luz (rdar0 -
NYPFir, - • 1
a1n•.2tt• a e-reh.lal•r1e u1-w.e.aye,meanw.am.acmrnrt a
uau
• dW-Nimbrmha mm nW6.Cm avwe rce.ld .vr awa.wmanaa ua u.
..11e.rornre.aehw.re+ew um hsimeOm rmL.>mvw.wea.m. - _
wuma.m..d.r.a>D,mnaawdaa _:, .
15r hr8r dtdh bdtmaahryeea La 2'PkP erP[P P.T. 1t'm - -x.
a•m.nraewah..h.eheamu.my q+m rdvn,.neev..mmm.aw�de 'm' MOE—
CODE NM o
oa aveaL
* ra o
_ anmv lm
(? mameelw 1ne
• *'-� I k� ..mr ®�a�:• as .,ma
+•ec ,.r aLOAr[aenlri sawn
- ���� rwT. eaz imo9m
er Tgag HYDROVENr DETAIL SIDE WALL WINDOWS END WALLS WINDOWS 8
02 a DDDas QDDR 6'W DE OR LESS 44t'W/2'.4'
aaD]sly¢orad aF ma
• O.F.L -WI+
i
N4
'._ �a-nPc Yc rAacD°0e
OPV _ SOURCE yryaaw _
oaow la.c+na-eu ROOF FRAMING PLAN L WIRING - oy nra�r
wa-m.2 xmox arnccmx uP¢
Um
1
� rn muK RE1'6�6 e m
EV -ORCIdPrON was 9r
W Z
12/12/17
O
A.
rr.m rrev im.o..o wma om ewlNma evanuc `m4e'a. o `uy®m via a,a e.P.e oaw
ELEVATION CROSS-SECTION ENO ELEVATION nma es -+V"�r'e+^'e+^ oazkr
,Pa amour IMLAM wry. -iMum w0= z4`r�mlaa �` omr�e
``�a�w%%111
T
m,+a•uaw _ a `••ICENSF p�y4
i w �mm
STATE
eriaw"�or p .p F Yv
�LORION
g1;;;``��
fill
UF=v Bmeem PZEND ELEVATION __ Z Lmnaa l,cwe e�me
pvwerW FIOOR FAA41N0 PLAN m ArL SS8-1 OF 1
i
1
I -