HomeMy WebLinkAboutProduct Approval 4
Ql?�rtm�ritofB�lsirless FLA Man uFactured Building Program
�` &Profossior3a!ftegulataoal 2601 Blair StoneRoad
Tallahassee,Florida3239M772
Phone:85D.487.1824•Fax 8513.414.8438
Halsey Heshears, Secretary Ron DeSands, Governor
August 07, 2019
Alex Martens
Superior Sheds,Inc.
2323 S.Volusia Ave
Orange City, FL 32763
RE: Manufacturer Certification, ID MFT-113; Expiration Date: August 07,2022
Dear Alex Martens
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.
Coristruction or modification on a manufactured building cannot begin until the Third Party
j 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
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review and inspections.
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Each Code change will make your plans obsolete until they have been reviewed ap
proved 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 floridabuilding org)for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
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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
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building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
ccTop Line Engineering, LLC
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SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED --_
I.MU DWG IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR IyI�/ 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF ME DOUBLE WIDE IS I Ty
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE.FENCE PROPERTY LINE.ETC. Y PLACED ON ME HIGHEST LOCATION OF GROUND AND IS LEVELED UP, vT---•4�._
2.ONCE UNIT IS SQUARE AND ME RICH SPOT OF THE GROUND IS ESTABLISHED,ME {T 2.BLOCKS ARE MEN PLACED AT ME END,CENTER,AND OTHER END TO LEVEL_ ONCE ME
BUILDING S BLOCKED ON ME NIGH SPOT AND LEVELED. ME OMEN END OF ME BUILDING IS LEVEL.BLOCKS ME ADDED TO ACHIEVE ME CORRECT SPACING(SEE TABLE S).
BURRING IS BROUGHT UP TO LEVEL AND BLOCKED. MEN ME CENTER OF ME BUILDING 3.ME NEXT SECTION Oi ME SHED S BACKED INTO PLACE AND UNLOADED PARALLEL WITH ME •°�N Y
IS SUPPORTED TO LEVEL,BLOCKED,AND MEN SHIMMED. FIRST SECTION. O TWO SECTIONS ME CONNECTED AT ME LOWER CORNER WITH 1
3.AFTER ME BUILDING S LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE ME CORRECT (H-ay-
SPACING(SEE TABLE 3). BOLT AND NUT. ME SECOND SECTION IS MEN LEVELED AND ME OTHER BOLT HOLES ME R
LINED UP AND DOLTED SECURE. ME HEST OF ME BLOCKING IS MEN COMPLETED. MS
!.ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF ME BUILDING. HOLES ME DRILLED JO-AUGER ANCHOR PROCEDURE 5 REPEATED FUR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ME IN PLACE CODE I -
MRUI ME 2-K4-BOTTOM PLATE WITH A 1/2-AUGER BIT. 1/2-EYEBOLT OR OPTIONAL (4,9DOLB) - 4.GROUND ANCHORS ME MEN ADDED(SEE TABLE 48).
1/2-IMREADED ROD(FOR A-NIGH SET-)IS SECURED THRU ME HOLE U6TAllm IRA MWUTACIURER'6 5.ONCE ME BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER.ME SUPPORT BRACING IS.; '
5.ANCHORS ARE NOT REQUIRED
IN ME BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTDNS._FJEIEf AT REMOVED.
TOOTER(GARAGE GOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. OF fi-ABOVE GRADE 6.ANCHORS ME Nm REQUIRE.IN ME BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO
6.IF ME UNIT HAS A FLOOR,EITHER A HOLE IS OUG FOR ME 30'AUGER ANCHOR AND FOOIER(GARAGE DOORS MR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. IK•WTRc�.WF[I �.
aACKFILLED AND SECURED AS PER ME DETAIL OR A 1/2-HOLE IS DRILLED INTO ME 1tmW
CONCRETE 1-1/2'OFF OF RIM JOIST. ME EYEBOLT IS FASTENED THRU ME BOTTOM
PLATE AND A SMPSON A-24(OR EQUAL)IS SECURED TO ME CONCRETE WITH A 1/Z-
WEDGE ANCHOR. GENERAL NOTES& SPECIFICATIONS FOR AUGER ANCHORS RtRN,mRT.JTa®
T.IF ME UNITIS A'NO FLOOR'OPTION.ANCHOR WITH 1/2•a5•WEDGE ANCHOR THRU ME NJe Nm s¢9
2-aC BOTTOM PLATE. 1.BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HEUK EYE
AUGER MCHOR BY ROME PRICE OF BRISTOL.VA OR EQUAL AVERAGE
HOLDING STRENGTH IS NOT LESS THAN 4,900 LES.
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING MOE(BY DEALER). movm4 H'Ru
TABLE L 2 TABLE LOCATE ANCHORS PER TABLE 4A OR 48. 4wn4K4 mw �
ANCHORING TO CONCRETEKID NNER SPACING- PAD TYP 3.THREADED ROD WITH EYEBOLTS SWILL BE PLACED THRU ME BOTTOM PLATE
514D WNM Uftif(PL,)AJ1010R SPKWG SHED WIDM K1 Q K] TYPE PAD DIuERSQNS ANAL LDAO•I LATERAL I (FLOOR SYSTEM)AND ATTACHED TO ANCHOR THESE CAN BE EXTENDED WITH
THREADED ROD(OR SOUPS WITH EQUAL OR GREATER STRENGIH)FUR ELEVATED
20,-0- - Sd 13'-B- 1•-10)- "-I. 1'-1p)' I 21611fi• 11)NB6 ��yrots°GiJ1ND Mu U PORTIONS OF SHEDS ON LEVOUNG BLOCKS.
IJ'-B-! 2. S-6- I I'-B- T-B- 6'-0 - 11 4'aB116' 3500Lffi M6 D m TABLE A
2. YE- IW-0 I ,�aF sots nPUA„¢
- 1'-)• 6'-10' - J951Kffi ABS PIAfiIIC PADS AUGER ANCHOR SPACING-SINGLE WIDE
IB•a16- 3!1•SHED WORT DY• +IPIIIT(PLF)Em ANEmR••YAL MTD30N SPAENG•••
10'-0-! 200 Yd B•-O- tl-9- A, N 618116- 19OU85 �MO LAND Yu
B'-0- I Iw Yd 6'-0' W-10- I" - • DN 3009P4 590.eU.aNE t'MAwf(SOOOp4'O DP4Nl
11'-B- 6w 200 Od mYd Itl-O- svtu¢ RfV�NS Im ,an
6'-0- 12U S-C 4u[J �I Om ff mT Ta cDDUR s O)4"M• I J4os w sTKD aWM,E 14DD4(r• n YAr ft molm
vms .1Y-6•W4C 90$ (•)sEs w slurs aY RT1HOuf RpVD1®NE. 10'-0- 3D0 I. tld roYd Itld REV OE3LWPfON LATE
v w 1 T-6'Ab Is-e"WmK sXEm am.ol 8'-0- 4.Tp 1. tld ro Yd IV-W un IIW uea 1yryu
TAKE -3 A B'-o- ].a +1H tld ro rd m'-d
SUPPORT FOOTING PAD SPACING MR RUNNER BLOCKING CDR SINGLE&DOUBLE WIDE SHEDS
SHED DESwPRpN PAD MAKMUM LOAD ARD PAD TYPE T BLE B
SNEO WTORI TYPE LwD F) END PAD MAK wx- F110 PAD SIDE RUNNER I p- SIRE RUNNER 30-AUGFA ANCHOR SPACING-DOUBLE LANE
SHED WIDTH LW UPLUT IPLFL EID M(IAY1••1LAK.UNTEDOR SPApNO•••
13'-B- SLY/DM 4.13/J]2 D'W S 6'-1 19]ftB I.4 m,OR N IB)91B L A.m.OR N 20'-0' map 40p 0' MS-VI MS-VI 0
11'-6- SN/GIN 6D0/4!D or To S 3'-D- 233N8 L A.A OR N 2- L 4 U.OR ry NIA Nro wa = 4/26/I6
10'-O-! SW/OW 3.w/4w tl m 6 2 ...."A,OR N 2- L R.m,OR N ^•YNUYW SnApW mriLTN XmN6 (n N/A
B•-0- SW 4.w/J20 P m 6- W-W ]029L8 L 0.R.DR IV 2113L6 L A.R OR N 1 Ld ALL
6'-0-'! SW 3.w/2m P m(i 8'-0' teSRB I,0.IL OR N IB66iB L A.m,w ry M W W WNW®I SJ B D}��CQ Aram IKR L•w mRMUL 1� NDAnm1.gN6 ME Mm vAAf tp 1Hm
LDID Wmlx O uvVJ ARNWIm ML RPIRm Y A, TH Wm: AN 1C-9• 3: •FLAN Ahp ARE 9P'Da®m LOGL
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