HomeMy WebLinkAboutProduct Approval p F'L4 lriantii4'turcd Ftiski m Program
Businesq, 11940 Dinilh hic-riloe Street
SOP PIM
ProfessbTaPai+as5t:c, r"ic;Wa32s;9-sr72
r Rare 850 187 la74, Fay. 6151 44 F.4sra`
Keri Lawson,Secretary Rick Scots Governor
September 23,2016
Alex Martens
Superior Sheds,Inc.
2323 S.Votusla Ave
Orange City,FL 32763
RE: Manufacturer Certification,ID MFT--113; Expiration Date:September 22,2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Votusia 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 pians obsolete until they have been reviewed,approved and
indicated(on the cover page of the pians)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(cvww.floridabuildino.oro}for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-183S or our FAX at 850-414-8436.
Please visit our website at mm.floridabullding_ora to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Si-nnceeLr�ell/y,,
Robert Lorenzo
Manufactured Buildings Program
cc:Professionai.Service Industries
SETUP AND INSTALLATION bF SINGLE WIDE SHEDSETUP AND INSTALLATION OF DOUBLE WIDE SHED
'
1.BUILDING S PLACED W REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS ` 1
MOVEMENT TKO PLUM OR SOMME UNIT TO HOUSE,FENCE PROPERTY UNE ETC. PLACED ON THE HIGHEST LOCATMN OF GROUND AND IS LEVELED UP.
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND S ESTABLISHED.THE 2.BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE
BUILDLNG IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BURRING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING BUILDING SECTION LEVEL•BLOCKS ED AB AC TO ACHIEVE 1E CORRECT SPACING(SEE TABLE HE 1
IS SUPPORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. 7.7HE NEXT N. E THE SHED S BACKED NE PUCE AND UNLOADED PARALLEL WITH THE __L...V.•-�"L ;`
3.AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT DOST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1)(14R
SPACING(SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ME v
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT O ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ME DRILLED 30'AUGER ANCHOR PROCEDURE S REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ME IN PLACE C00 WFt>fl TAN
IHRU THE 2'x4'BOTTOM PATE WITH A 1/2'ANGER BR. 1/2-EYEBOLT OR OPTIONAL (4,900LB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B).
1/2'THREADED ROD(FORA-HIGH SETT S SECURED THRU THE HOLE 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS uAVPAcnm
5.ANCHORS ME NOT DOORS O IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO RE11WED.
FOOTER(GARAGE DOORS FOR EKAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ME NOT REOUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO aPm
6.IF THE HAS ED AND SECURED EITHER
PER HOLE THE DETAIL ISDUG FOR THE
WHOLAUGER
GRILLED ANCHORAND
D FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS.
CONCRETE I-1/2'Off OF RIM UCSF. THE EYEBOLT IS FASTENED TNRU ME BOTTOM alr1�smW
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2'
WEDGE ANCHOR.
T.IF 21 TH{'UBOTT PUTSE NIT ISA'NO FLOOR'OPTION.ANCHOR WITH 1/2'.5'WEDGE ANCHOR TMRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS
1.BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HEU)t EYE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA Cl EQUAL.. AVERAGE
HOLDING STRENGTH S NOT LESS THAN 4.900 LBS. '
TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
AN )RING TOCl fl M RUNNER SPACING- PA LOCATE ANCHORS PER TABLE M OR 48. I InP
SHE,MOM UPIOT(PLF)ANCHOR SPACING MY-V
R LKS TYPO PM DNQIS.NS UAL LORD• UATERUL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED TMRU ME BOTTOM PATE
20'-0• 400 Yd IW-8, O)' I'-ID)' 171.. I 218116' t]TE(OS (FLOOR SYSTEM)AND ATTACHED TO ANCHOR Lyp m10 I ab
GEuv1r ANO sum um rm 1x m,D _
t3'-B' 260 sd • 6'-4' - D 4•.a116• 3samBs ROTABLE 4A11•-8' 240 SE V-10• - 0 16'x16' mIOLB5 A65 PL/5TIG PMS JO'AUGER ANCHOR SPMWC-SINGLE WIDE9RD WGM LW' UDOT(PL)TING ANCHOR••MAC ODEPAR SPADNG••10'-0' 2W Yd ' 7-6' - N e1e116' 19O011L6 ryIJ'-B' T.W. 24J tldmYd I0'-0'
B'_p• 160 Y-6' D' e1• - 5 ON 20oaPv sox B6Vmm rIPAD1r(2000Psr m TIPKAL) svN¢ 1a1a �,
B'-0• 120 Y-6' Las AIC RM1 D0'm Am m m(21 41r smn rmv;DE 610CAs Ie1r.167 YAr W sTA<a0 11'-B• 6.W 20B tld W Yd 10-0'
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SUPPORT FOOTING PM SPACING FOR RUNNER BLOCKING MR SINGLE h DOUBLE WIDE SHEDS 6'-0' I
SMEO DESORPTION PM MAKOKUM ION MD PM TYPO TABLE B
9RD MNM TIPS LW SRIF RUNNER IMFmOR SDE RUNM[A 30'AUGER ANCHOR SPACING-DOUBLE WIDE
(PLF) fM1 PM YAC SPACMG CA9 PM
PAD TYPE AO SHED MOM LW UPLIR(Pli)DIO MCxOR`•MAL W1paMfl SPACING••• g
13'-B' SW/01V 4.15/.17] 710 7 6'-0' 19S6LB L 4 Q OR N I.G.. L 4 A OR N 20'-0' IOAU 4W tld TO Yd W' 0 Y1B
11•-B' SN/my 6.W/460 710 6 B'-0' ISSBlB L 0,R.OR N ISSBLB L D,0;Ofl N .lmD YAOIH OF 181af M R941m W 4/16/16
10'-0• SWIM/ 6.W/IW 710 7 V-0• ]100.8 L I,0.OR N 14DOtB L 4 G4 OR N '•'SONY 9/O,D�0.1NTD1 NmORS w (_/) N/A
B'-0' SW {.W/3]0 7 m 6' 6'-0' ]02918 L 404 DR N 110]18 L 4 4 OA N 1 YAWL a D6gao AS PKA F.S¢-i. LyJ fim
ALL
6'-0' SW 3 /240 7 N G 6'-0' 1656LB I.4 R,OR N 1Bfi9B I.0,4 C1•N 1 ra ImPYmI b110.N 0I19Y6 PN 9�6(4)_(1)NmIDR P01 Nml 60maA l' N RIM ME MR PA¢f OF TES '
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