HomeMy WebLinkAboutBuilding Permit Application (2) i
FLA tylard.,facived Btrldirig Program i
{ 1940 North Monroe Street �
BusineS.,'f SOe 90A
ProfessiONal Uftha see. Florla 32399.0772 ,
(f(("-,rrs,g�,tt..'-;r; Ptmne-850.487-1821•Fax-M414$06 !
Ken Lawson,Secretary Rick Scott,Govemor �
September 23,2016 }
Alex Martens
Superior Sheds,Inc.
2323 S.Voiusia Ave
Orange City,FL 32763
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RE: Manufacturer Certification,ID MFT-113; Expiration Date:September 22,2019
Dear Alex Martens
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It Is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Voiusia Ave,Orange
City;FL 32763,has been.approved under the Manufactured Buildings Program,as pi bvided 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 res onsibitities
that must be met to maintain approved status.You may expect and demand quality lans
review and inspections. i
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Each Code change will make your plans obsolete until they have been reviewed,app oved and
indicated[on the cover page of the plans]for compliance with the Code by your Thi Party
Agency for plans review.Please ensure that your plans are in compliance and are p perly
posted on our website.All site-related installation issues are subject to the local aut ority i
having jurisdiction.
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The Departments contractor will make unannounced monitoring visits at least once c ach year. k
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 renew I notice by
Email generated by the BCIS({uww�.t'oridabuiildino.ono)for online renewal.If you hav questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.floridabuildino.org to see valuable information on theFlorida
Manufactured Buildings Program.A copy of this letter must accompany applications f r local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Prog am
cc:Professional Service Industries
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SETUP AND INSTALLATION OF SINGLE WIDE SHED - SETUP AND INSTALLATION OF DOUBLE WIDE SHED
I.BUILDING IS PLACED W ILD
REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR meq( 1.BUILDING IS PLACED IN REQUESTED LDCAOON. THE MST SECTION OF ME DOUBLE MOE IS
40VEYO/f TO PLUN OR SOUME UNIT TO HOUSE,FENCE,PROPERTY UNE,ETC. Y PLACED ON THE IOGNEBf LOCATION OF GROUND AND 15 LEVELED UP.
2.ONCE UMf 5 SOAXE AND THE NICK SPOT OF THE GROUND IS ESTABLISHED,ME 2.BLOCKS ARE MEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE _
BUDDING IS BLACKED ON THE NIGH SPOT AND LEVELED. ME OTHER END OF ME BUILDING 5 LEVEL,BLACKS ARE ADDED TO ACHIEVE THE CORRECT SPACNC(SEE TABLE 3). l ,.
BUDDING IS BROUGHT UP TO LEVEL AND BLOCKED. MEN THE CENTER OF ME BUDDING THE NEM SECTION OF ME SHED 5 BILKED INTO PLACE 00 UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL,BLOCKED,AND M
EN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT ME LOWER COMER WITH 1
].APMM
APER THE BUILDING IS LEVEL.MORE BLOCKS ARE ADDED TO ACHIEVE E CORRECT (ESM "
SPACING(SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION E THEN LEVELED AND ME OTHER C BOLT HOLES S ..Q
UNOD UP AND REPEAT D FORE. THE REST OF ME BLOCKING IS ALL
COMPETED. M5
♦.ANCHOR PLACEMENT O OM PLATE V BY THE WIDTH OF THE BUILDING.1/-EHOLES ARE ION LED 30'AUGER ANCHOR PROCEDURE 5 RARE THEN
FOR ED(SEE SECTION SHEDS URAL ALL SECTIONS ARE W PLAN. CODE NFOIOIAnOx
THRU HR 2'.4'BOTTOM PATE WHIN A 1/2'AUGER BIT. 1/2'EYEBOLT OR OPTIONAL (4,900LBJ 1.ONCE ANCHORS ARE THEN ADDED(SEE TABLE NI)48).
1/2-S ARE ROD(NAIL A-HIGH SETT 5 SECURED THOU THE DOLE. S.ONCE ME BUILDING 5 PROPERLY BLOCKED ANO BOLTED IOGETMEN,THE SUPPORT BRACING 5
5.ANCHORS ARE NDT REQUIRED W ME BOTTOM PATE FOR GOONS AND QUDRK'AYS WITH NO REMOVED. 4rFr110
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRMSFM THESE LOADS. 6,ANCHORS ARE NOT REQUIRED IN THE 807704 PATE FOR DOORS AND DOORWAYS WITH NO mAm nrt
6.IF THE UNIT NAS A BOOR,EITHER A HOLE 5 DUG FOR ME 30'AUGER ANCHOR AND FOOTER(CARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS MESE LOADS. ya m
BAC FILLED AND SECURED AS PER THE DETAIL OR A'1/2'HOLE 5 DRILLED INTO ME ,
CONCRETE 1-1/2'OFF OF RM JOIST. M 5 THRU E EYEBOLT FASTENED RU THE BOTTOM
PATE AND A SMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2' a
WEDGE ANCHOR.
7.NFTHE UNIT 5 A'NO FLOOR'OPTION.ANCHOR WITH 1/2'.S'WED E ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
2'N'BOTfOY PATE.,
I.BUILDING ANCHORS SHALL BE'MOBILE NOME'TYPE HP-1 SINGLE HELIX EYE 01GPRA[
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL AVERAGE •h Py
HOLCNC STRENGTH 5 NOT LESS TNN 4.900 LBS.
ABLE I TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY OMER).
FIN
TO CI MORETE M RUHNFRP N• LOCATE ANCHORS PER TABLE M OR 48.
SxtO 4m3M ImDR(,n-$PAFDO SxEO WOHN X1 >Q KJ TYPE PAO aYQNSOMS YAL LGN• WTDaAL S.MREADED ROD MATH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PATE m
e1nCK (FLOOR SYSTEM)AND ATTACHED TO ANCHOR.
20'-0• 4d rd 13'-B' V-10)• 1•-tO)• '- j- I 2'.9116' IJ)E185 RYENT IND SAND K4
IS-9' 240 r-6• 11'-B' 2•-e' 6•-4• - 0 4•.e'ne•. 6lOg85 m TABL 4A
I CEMpR AND SAYD m 30'AUGER ANCHOR SPACING-SINGLE WIDE �Nv yam'
2. rd I 10'-0' 1.- W-Io` - M 14116' 39601135 ABS PLASM PARS SHED MOM LIF• OPUR(Knm-.-I-INTpwR SPAC40•••
10'-0' 200 r-6• I B'-0' 0'-9' 6'-8' - N 9'.6116' 19048] CEYEM AND SANG mR
B'-0' 160 S-6 W-0' C-10' ]I' - d fOomsE sOL eNam mvldY(SooDDY a rrvKA) 11'-B' '6.00 209 0-d TO Y-0'
6'-0• 120 Y-f rolV6II¢imAH FIO.NdT mMDE Or(2I 414' d SWo dxpMi[MOnS a'd'As�Yn e[nlm® R4 REVISIONS ,m
i Sm3 dLY.]b YnoC mms H)m9 N m®4 10'-0' 6.W i)4 8d TOs-0' 10'-0' REV OESQdPfON DUE BY
Ai4wm aeir=rroiAm�elr-e=1Hmc Mme..
ABLE 3 A W-0' 6.d Id D-d ro ra' ro'-O•
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCONG FOR SINGLE h DOUBLE WIDE SHEDS
S1MD DEso®HrnA PAD YA[4UL LDIO ANO PAI TYPE TABL B
SHEDHORN i1K LW(Pi) pm PAD MAX.SAC FMO PIO SOE WPXA MTE40R "M IANNW 30'AUGER ANCHOR SPACING-DOABLE WIDE .
P SNDA MOM lM UPIFT(•LFI ENO ANCNGT••LL4i.MW(W SPAONG••• -
13'-B" SW/OW 4.1]/y2 P ro 0' W-O' 19]fi1B L 0,m,OR N 1e79LB L 4 AOR N 20'-0' 10.4 4. 0-R ro Y-d 6'-O' � o�~ KM -
11'-B' SW/ON
"all 01 ro 6- W-O' ]1940 L 0.O.OR N '4
K,4 OR N W 4/26/16
10'-0' SNOW 'S.d/400 C ro 6• B'-0' 24048 L 0,01,OR N 24048 4 0,R d N IuuWu�AOncmanml Axdma N/A
SN HOD/]20 C m 6' 6'-0' 202918 L 0,4 4F N 21MUB 1,14 m.OR N
W ALL
6'-0' SW Sd/240 Pro 6 W-0' 1654B L L m.OR N 19648 l 4 R0.d ry 1 C -lo-�Iw' GENERAL NMFS
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