HomeMy WebLinkAboutProduct Approval Flof ida i
d rDe agmentofBusiness FLA Manufactured Building Program
NW,t &f rofessional Regulation zsol Blair Stone Road
Tallahassee.Florida 323°O 0772
Phone:850.487.1824•Fax 960.414.8435
Halsey Beshears, Secretary Ron DeSantis, 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.
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 fon the cover page of the plans]for compliance with the Code by your Third Party
Agency for pianb review. Please ensure that your puns are in compliance and are properiy
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 SCIS(www.floridabui[ding,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.floridabuildlhg.oro 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 C_3'
Manufactured Buildings Program
cc:Top Line Engineering, LLC
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5767 1 HEREBY CERTIFY TO THE BEST OF MY BELIEF THAT
�9 THIS SURVEY IS TRUE AND ACCURATE, AND THIS
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3 FOR SURVEYING AS PER CHAPTER 61617-6 OF THE
F.A.C. SUBJECT TO ALL NOTES AND NOTATIONS
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ALLEN_E. BECK P,S.M._y7F90_ DATE_
LEGAL DESCRIPTION
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J/R/Vl 19 \ ACCORDING TO THE PLAT THEREOF,
Co 1 AS RECORDED IN PLAT BOOK 8 AT
PAGE OF THE PUBLIC
RECORDS OF NSr(/4e4f COUNTY, FLA.
AJ°Sa�,3o•a1 REVISIONS
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ALLEN E. BECK
PROFESSIONAL LAND SURVEYORS Y
608 SW. BAYSHORE BLVD.
PORT ST. LUCIE, FLORIDA 34983
'(/3'OAdcD) Fp (407) 340-1432
SCF.B. JOB
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Q ✓qN.�B SETUP AND INSTALLATION OF DOUBLE WIDE SHED -
SETUP AND INSTALLATION OF SINGLE WIDE SHED S/� 1p� ( 1 '
I << g�0 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS '
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE R PVC TO ALLOW FOR �c/e Cpd7 II PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP.
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC, A AA 4
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE OOty e'4f � � 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER ENO TO LEVEL ONCE THE T y
BUILIDNG IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING'IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). '-"`r��-
BUILD NG IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEM SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT-THE LOWER CORNER WITH (1�"x41A" ?
3.ATTER THE BUILDING IS LEVEL,MORE BLOCKS ARE-ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE TIO FOR
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30"AUGER ANCHOR PROCEDURE IS.REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE VTASION aolZ 41^�"' 7
THRU THE 2"x4'BOTTOM PLATE WITH A 1/2°AUGER BIT. 1/2°EYEBOLT OR OPTIONAL (4,900LB 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B).
1/2"THREADED ROD (FOR A'HIGH SET')IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS FAONPER suxoeoR°ons
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FORDOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. BULDHO TYPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS, MAXIMUM OF B°ABOVE GRADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CGNSTITAa11ON TTPE Y+
6.IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TIRE PROX-H NON`
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE ME SUPPRESSIDN SYSTEM Now
CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM oCOUPAHGY - mORAO
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2° GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NUMBER OF STORI6 I
WEDGE ANCHOR.
7.IF THE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE EXPOS WINO SPEED 1-2-ph
BOTTOM PLATE. 1.'BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ExPosuAE O
AUGER ANCHOR BY HOME PRIDE OF BRISTOL.VA.OR EQUAL AVERAGE DvgnsUu anmAn
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. .h.+.
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). NPORTAgCE INTERNAa PRESSURE cOvnG¢Nr
SSURE Lm
FACTGR
TABLE 1 TBE 2
TABLE 3 LOCATE ANCHORS PER TABLE 4A OR 4B.
C 0 C I A 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROD,DUD Lam low
SHED WIDTIH UPLIFT
(P ANCHOR ANCHOR SPACING SHED WIDTH xi x2 x3 TYPE PAD DIMENSIONSMAH.LOAD• MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EMENDED WITH ROOF WE LEAD toxo a Som•
THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOOR DUO LA1a SEP
I 2'x8'x18' 1778X85 Co CRETE BLOCK O W PORTIONS OF SHEDS ON LEVELING BLOCKS.
20'-0" 400 5-0' 13'-B" 1'-10)' 1'-10)' •1'-10]' CEMENT o D MIX FLOOR=law sm Ters-lafirs°Pc
CONCRETE BLOCK QUALITY T BLE 4 w'RATING OF WALLS,FLOOR.ROOF N/A
280 3'-6" 11'-8° 2'-8" 6'-4' - II 4"x8".18' 3600IB5 CEMENT D SAND IX 30"AUGER ANCHOR SPACING -SINGLE WIDE'
Moouls PM BwmNG I
240 N-W 10'-0" V-7" G.-ID. 16"x16' 3950LB5 ABS PLASTIC PADS SHED WIDTH LW UPUFT(PLF)END ANCHOR--MAX.INTERIOR SPACING••• HURRICANE PROTECTION USAGE No
10'-0" 200 3'�i' W-0" 0'-8' 6'-8" - IV B'xB'x18" 1800185 0 CR L TY HURRICANE SHELTER USA" No
CE ENT D 0 MIX 13'-B" 7.00 24J 0'-0'10 3'-0' 10'-0"
g'_0° 160' 3-C 6'-0' 0'-10" 51' - •BASED ON 200aPSi SOIL BERING CAPACITY(2000Psi R TYPICAL) SQUARE WOTAGE IED DLVN no mn.
11'-8° 6,00 208 0'-0'70 3'-0" 10'-0" REVISIONS
6'-0° 120 J-6" -VALUES ARE FROM END OF J019 TO CENTERS OF(2)414' 1.NOTES
OR SOUR CONCRETE BLOCKS(6'.8'x160 MAY BE STACKED 10'-0" 800 174 6-O'TD S-w 10'-0' R DESCRIPfON DATE BY
SNIDS ONLY.I3'-8'WIOE SHEDS HAVE(4)SER OF SKIDS. ON PADS FOR HIGH SETS UP TO b'WITHOUT REINFORCING. II/ta/IT IDE
2.ABS PADS REQUIRED ON 11'-B'AND 13'-8'WIDE SHEDS ONLY. I Zan TYc .
B'-0" 4.00 138 0'-0'TO 3'-0" 10'-0" a cRGItIG ApIaR P AFG YAa.ANOTOR OLInNmil e/t41E WG
T BLE 3 6'-0" 3.00 104 D'-0"TD 3'-0 1O'-0"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPET BLE B
UGER ANCHOR SPACING- DOUBLE WIDE
SHED WIDTH TYPE LW(PLf7 ENO PAD MAX.SPACING ENO PAD SIDE RUN ER I Efl10R SIDE RUNNER ��,, 311",L011.00
UPLIFT(PLJy E'ND ANCHOR••MAX.INTERIOR SPACING...
O aYn By.
PAD TYPE PAD
13'-8" MTO
SW/DW 4.15/332 0'W C 6'-0" 193BLEI I,H.III,OR N 1870LB I,11,UI,OR IV 400 0-0'TO 3'-0' 5'-0' Q ORh:
•LOAD WIDTH OF UPLIFT ON RUNNER W 4/28/18
SW/OW 8.00/480 0"TOC 6'-0" 255818. I,II,III,OR N 2400LB I,II,III,OR IV ••LOG110N FROM END.WAIL OF AUGER ANCHOR _ "'
10'-0" SW/DW 8.00/400 0'10 C S.-0' 24DOLS 1,II,'III,OR N 2400X8 I.II,III,OR N •"MAxU1UN SPACING BETWEEN ANCHORS (n ...q. N A
SW 4.00/320 0'7'0 B' 6'-0" 2029X8 I,II,III,OR N 21J3LB I,II,III,OR N 1�ANEC�OR SPARING IS DESIGNED AS PER ASCE-7. W ALL
1.ALL MEASUREMEHIS ME CENTER-m-CENTER
SW 3.00/240 0"10 C 8'-0" 165BLB I,II,III,OR IV 1BSBLB I.11,III,OR IV _ 3.THE MINIMUM NUMBER of ANCHORS PER SHED 15(4).(1)ANCHOR PER EACH CORNER. Q 1.FOU RATIO PIANS ARE NOT PARE OF 1195
•LAAO WORN OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' �j PUN SEF AND ARE GOVERNED BY LOCAL'
BETIIEEN ANCNOPS_ JURISDICTION.
NOTES 4.ADEXISTINGSBUILGNC;OIN SIDE
CH ANCHORS C ALLS EXCEPT QBE PEN TMLACEDSHED
ON THE END WALLS N1S AS CLOSE W NEXT TO AN �ENEgaY BUILDING15C�'ooEOPFRTMSECnoN
I.PAD SPACING IS END TO CUM OF PAD. TO THE SIDE AD POSSIBLE J 101092.
2.PADS OTHER THAN END PADS SPACING 15 CENTER TO CENTER. m 3.REFER TQ TIE-DOWN DETAILS FOR PROPER
3.USE EAVE MAXIMUM SPACING FOR INTERIOR SPACING. INSTALLATION REQUIREMENTS TO MEET CODE.
C
• Q
ad
' W I
J I
2'x2'GALVANIZED WASHERZ
a2
2' •GALVANIZED WASHER WTIH 1/2'Nur 1/2'THREADED ROD
W"1/2'NUT OPTIONAL FOR'NIGH ET' NOTCH OR COUNTERSINK BOLT
THRU 214'BOTTOM PULE
1/2"THREADED ROD EYES BOLTED TOGETHER WITH 1/2'x2' (/)
OPTIONAL
roR'xlwl SET' BOLT b NUT WITH(2)21Y GLVANU ED I/2'COUPLER 214•BOTTOM PLATE NAILED I
1/2'COUPLER _ WASHERS(2.00CLB SHEAR GPACITTI _ I/2'xS'(400 le.)CONCRETE TO 2•.0*P.T.BASE LyJ
• MIN. WEDGE ANCHOR INTO SLAB
__ MN. Q .
1/2112"FORGED EYEBOLT • • • • THRU 2'x4'P.T.BOTTOM PLATE _c1{ UY
(SEE TABLE 1 FOR SPACING) I°-------5�\-\' y L 0
ETES BOLTED TOGETHER WITH 1/2'x2" TYPE I,II,•III,OR N PAD WITH `--CONCRETE SLAB BY OTHERS THROUGH
BOLT k NUT WITH(2)212"f:LLVAIIIED 1 213'(400 lD. 511,IPSON A-24 CONCRETE SLAB BY OTHERS THROUGH LOLL CODES AND JURISOICRON
BLOCKING AS REQUIRED(SEE TABLE 3). /
WASHERS(2.000LB SHEAR GPADITT)Al
EE TABLE WEDGE ANCHO� CLIP OR EQUAL LOCAL CODES AND JURISDIcnDN 7/13/19
30'EARTH AUGER ANCHOR (SEE TABLE I FOR SPADING) _
(SEE TABLE 4 FOR SPACING)
SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION -
ANCHORED TO CONCRETE ANCHORED TO CONCRETE
TO PAD OR BLOCKING - Q Matthew T.Balawla P.E.
TIE-DOWN DETAILS
- - --- - - -
Florida Umna. 84608
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