HomeMy WebLinkAboutProduct Approval dbpraDeprorezionntaoif
d FLA ManufacturedBuildmgProgram
Sl1511��55 26D1 BlairStoneRoad
niamoI1 Tallahassee,Florida3239M772
Phone:85D.437.1624,Fax 050.414.8436
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 [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.
I
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.
Please visit our website at www.floridabuilding.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:Top Line Engineering, LLC
I
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FDOH in St. Lucie County
114 Environmental Health
Site Plan Approved for Construction
Supersedes All F r evious Site Plans for
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SURVEYOR'S CERTIFICATE mwim_aL -mc LEGEND � UMNTYPICAL
I HEREBY CERTIFY THAT THIS SURVEY MAP IS TRUE AND -O- -80TING VAAE FENCE 4UMETER
CORRECT TO THE BEST OF MY KNOWLEDGE AND BEIdEF AS — •OUSTM CNAWLNX FENCE CM _CONCRETE MMNBh
SURVEYED IN THE FIELD.I FURTHER CERTIFY THAT THIS -EQ87M VMO FENCE A _RON ROD
SURVEY COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS CASNPWE
-CENR U N FENCE aw -N L DU
SET FORTH IN CHAPTER SJ-17 BY THE FLORIDA BOARD OF
LAND SU . RS URSUANT_TO CHAPTER 200946 FLORIDA E� t Y �RETEt AMENi
STAT D NO ABOVE GRO NO ON _09W MY 1 4RONROD OR IRON PIPE
ENCR H TH SHOWN. Sr' -BtOEwALKoRWMAWAY Poo -POINT OPCOW4ENCEW_W
$ r \ •jt �Y �l11 NF -WOOD FRAME OW CONCRM � -RmANeNT CwMOL POw
PPC -PONT OOFF TANGENCY OURV (MI JlEAOURED DU3TANCE BEARIlq
T7EDDISTANCEiBEARRVO
PROFESSIONAL SURVEYOR AND MAPPER ffr REVERSE CURVATURE
FLORIDA
(L7 4ALCWTED DISTANCE&SFARe
FL REGISTRATION 811 CH �1
CO -CHORD BEARING (D) DEEDEO C%TANCE a BE'QW D
MARK W.TEEPE,P.S.M. 40 4ELTAANOLE PBM -PROFESSIONAL SURVEYOA AND
LEGAL. DESCRIPTIONom
(AS FURNISHED BY CLIENT)
LOT 4, BLOCK 3,GREEN ACRES UNIT THREE,ACCORDING TO
THE PLAT THEREOF RECORDED IN PLAT BOOK 16,PAGE
11
f 28,PUBLIC RECORDS OF ST.LUCIE COUNTY,FL.
ADDRESS: 4994 DEANNA LANE
FORT PIERCE,FL.
SURVEY NOTES:
,1} f z oa 1.NOT VALID UNLESS SEALED WITH AN EMBOSSED
•(! j I SURVEYOR'S SEAL.
t' 2.LANDS SHOWN HEREON WERE NOT ABSTRACTED
FOR RIGHTS-OF-WAY,EASEMENTS,OR OWNERSHIP.
3.'LAND DESCRIPTION HEREON WAS PROVIDED BY
THE CLIENT.
p 4.'BEARINGS SHOWN HEREON ARE BASED ON THE PLAT
_ �1j�Q 5,THE PURPOSE OF THIS SURVEY IS FOR USE IN
yt, OBTAINING TITLE INSURANCE AND/OR FINANCING
AND SHOULD NOT BE USED FOR DESIGN OR
CONSTRUCTION PURPOSES UNLESS OTHERWISE
STATED ON THE SURVEY.
ELEVATIONS SHOWN HEREON ARE BASED UPON
�D Wt'iVt� ss
! 7.DIMENSIONS PREVAIL OVER SCALE.
- � 8.ADDITIONS OR DELETIONS TO SURVEY MAPS OR
REPORTS BY OTHER THAN THE SIGNING PARTY OR
yVi`� 1 PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT
'�I 0 OF THE SIGNING PARTY OR PARTIES.
---— n ! 9. SURVEY NOT-COVERED BY PROFESSIONAL
LIABILITY INSURANCE.
jy) 10.THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT
�t)I OF A COMMITMENT FOR TITLE INSURANCE.
��MI7 N 1 11.UNDERGROUND UTILITY INST"TtONS,UNDERGROUND
IMPROVEMENTS,FOUNDATIONS AND/OR ANDY OTHER UNDERGROUND STRUCTURE
S
RE THIS SURVEY UNLESS SPECIFICALLY NOTED.
TATED BY
12 UNLESS NOTED OR DEPICTED OTHERWISE,ALL
PROPERTY CORNERS SHOWN WERE FOUND AND HAVE
NO IDENTIFICATION OR SAID•IDENTIFICAnON WAS
ILLEGABLE.
M1 13.THIS SURVEY IS PREPARED FOR THE EXCLUSIVE USE
AND BENEFIT OF ONLY,THE PARTIES CERTIFIED TO
HEREIN,RIGHTS OR LIABILITY TO ANY THIRD PARTIES
CANNOT BE TRANSFERRED OR ASSIGNED.
L4
CERTIFIED TO:
hFLOOD ZONE: "lC'
UNMAPPED
`fl 12111C0160J DATED 2/16/12
ELEV -ELEVATION
•TYPrALEMATION FIELD WORK.COMPLETED:
4INgH FLOOR ELEVATION
m �H'""RL` BOOK CORN TONF StiRVEYIi� ; BOUNDARY AND IWROVEMEWM SURVEY
00�I Do �BOOK
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SETUP AND INSTALLATION OF SINGLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC.
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING
,3IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED.
. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
SPACING (SEE TABLE 3).
4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30" AUGER ANCHOR
THRU THE 2"x4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,900LB)
1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. INSTALLED PER MANUFACTURER'S
. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. MAXIMUM OF 6" ABOVE GRADE.
6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE
CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR.
7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE
2"x4" BOTTOM PLATE.
I TABLE 1 TABLE 2 TABLE 3A
ANCHORING TO CONCRETE SKID RUNNER SPACING* PAD TYPES
SHED WIDTH UPLIFT (PLF) ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX. LOAD* MATERIAL
20'-0" 400 S-6" 13'-8" 1'-104" 1'-104" 1'-104" I 2"x8"x16" 1778LBS CONCRETE BLOCK
CEMENT AND SAND
280 S-6" i l'-8" 2'-8" 6'-4" — II 4"x8"x16" 3500LBS CONCRETE BLOCK
CEMENT AND SAND
11'-8" 240 S-6" 10'-0" V-7" 6'-10" — III 16"x16" 3950LBS ABS PLASTIC PADS
10'—O" 200 3'-6" 8'-0" 0'-9" 6'-6" — IV 8"x8"x16" 1900LBS CONCRETE BLOCK
CEMENT AND SAND
160 3'-6" 6'-0" 0'-10" 51" — * BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPIC
NOTES
6'-0" 120 S-6" -VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"x8"x16") MAY BE ST<
SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCING.
2. ABS PADS REQUIRED ON 11'-8"AND 13'—B" WIDE SHEDS ONL
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE
SHED WIDTH TYPE LW*(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER INTERIOR SIDE RUNNER
PAD TYPE PAD PAD TYPE
13'-8" SW/DW 4.15/332 0"TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV
11'-8" SW/DW 6.00/480 0"TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV
'10, .0" SW/DW 5.00/400 0"TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV
8'-0" SW 4.00/320 0"TO 6" 6'-0" 2029LB I, II, III, OR IV 2133LB I, II, III, OR IV
6'-0" SW 3.00/240 1 0"TO 6" 6'-0" 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV
• LOAD WIDTH OF UPLIFT ON RUNNER
NOTES
1. PAD SPACING IS END TO CENTER OF PAD.
2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER.
&USE SAME MAXIMUM SPACING FOR INTERIOR SPACING.
2"x2" GALVANIZED WASHER
2"x2" GALVANIZED WASHER - WITH 1/2" NUT 1/2"THREADED ROD
WITH 1/2" NUT OPTIONAL FOR "HIGH SET"
1/2"THREADED ROD EYES BOLTED TOGETHER WffH 1/2"x2"
OPTIONAL FOR "HIGH SET" BOLT & NUT WITH (2)2"x2" GALVANIZED 1/2" COUPLER
1/2" COUPLER _ WASHERS (2.000LB SHEAR CAPACITY)
1/2"x12" FORGED EYEBOLT " < x �4"
a
EYES BOLTED TOGETHER WITH 1/2"x2" TYPE I, II, III, OR IV PAD WITH
BOLT & NUT WRH UB SHE GALVANIZED N BLOCKING AS REQUIRED (SEE TABLE 3). 1/2"x3" (400 LB.) \-SIMPSON A-24 CONCRETE:
WASHERS (2.000LB SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CLIP OR EQUAL LOCAL CODE
30" EARTH AUGER ANCHOR (SEE TABLE 1 FOR SPACING)
(SEE TABLE 4 FOR SPACING)
SHED WITH SKID SHED WITH SKID
TO PAD OR BLOCKING ANCHORED TO CONCRETE
TIE-DOWN DETAILS
.. .., .
SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. -
2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE
BUILDING IS LEVEL,.BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). �• j'I
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THEv—r
FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x44"
BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE ((.
LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFOR ATION
4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE VERSION FBC 2017 6th Edition,ASCE-7
5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MANUFACTURER SUPERIOR SHEDS
REMOVED. BUILDING TYPE LIANUFAMURED BUILDING
RESIDENTIAL LAWN STORAGE
6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION TYPE V-B
FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY
GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NUMBER OF STORIES 1 L1GE
BASIC WIND SPEED V-200mph
1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE EXPOSURE 0
AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE ENCLOSURE ENCLOSED
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS.
2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). INTERNAL PRESSURE COEFFICIENT +/-0.18
LOCATE ANCHORS PER TABLE 4A OR 48. IMPORTANCE FACTOR 1.15
3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD IOPSF
(FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LNE LOAD saPSF OR 300Iba
THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED
JALITY PORTIONS OF SHEDS ON LEVELING BLOCKS. FLOOR DEAD LOAD BPSF
i
JA FLOOR LIVE LOAD STD.75PSF- 125PSF OPT.
JAUTY TABLE 4A
•11X 30" AUGER ANCHOR SPACING - SINGLE WIDE 1"R"RATING of WALLS, FLOOR, ROOF
MODULES PER BUILDING 1
JAUTY SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** HURRICANE PROTECTION USAGE No
aJX 13'-8" 7.00 243 0'-0"TO S-0" 10,-0" HURRICANE SHELTER USAGE No
SQUARE FOOTAGE LESS THAN 720 SO.Fr.
11'-8" 6.00 208 0'-0"TO 3'-0" 10'-0"
;ED REVISIONS
10'-0" 5.00 174 0'-0"TO S-T 10'-0" REV DESCRIPTON DATE BY
8'-0" 4.00 138 0'-T TO S-Or 10'-0" 1 2017 FBC 11/12/17 MM
2 GROUND ANCHOR 6"AF.G MAX.,ANCHOR EXTENSION 5/26/18 MM
6'-0" 3.00 104 0'-0"TO 3'-0" 10'-0"
TABLE B
30" AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH LW* UPLIFT (PLF) END ANCHOR** MAX. INTERIOR SPACING*** Drawn By:
20'-0" 10.00 400 0'-0"TO 3'-0" 5'-0" CQ Date: MTB
LOAD WIDTH OF UPLIFT ON RUNNER LLI 4/26/16
•' LOCATION FROM END WALL OF AUGER ANCHOR = Seale:
••' MAXIMUM SPACING BETWEEN ANCHORS U) N/A
NOTES Model :
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. LLJ ALL
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. GENERAL NOTES
3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. 1. FOUNDATION PLANS ARE NOT PART OF THIS
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-D" PLAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2. THIS BUILDING IS EXEMPT FROM THE FBC
EXISTING BUILDING; IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE w ENERGY CONSERVATION CODE PER SECTION
TO THE SIDE AS POSSIBLE. J 1015.22.
M 3. REFER TO TIE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE.
O
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0
NOTCH OR COUNTERSINK BOLT z
THRU 2"x4" BOTTOM PLATE Cn
2"x4" BOTTOM PLATE NAILED I
1/2"x5" (400 LB.) CONCRETE TO 2"x6" P.T. BASE LI-I
^!. WEDGE ANCHOR INTO SLAB �4" MIN. p
THRU 2"x4" P.T. BOTTOM PLATE I� —
(SEE TABLE 1 FOR SPACING) Ld------- -
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_B BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH
_AND JURISDICTION LOCAL CODES AND JURISDICTION
0 6/1 /18
SHED WITH 'NO FLOOR' OPTION F=
ANCHORED TO CONCRETE J
J Matthew T. Baldwin P.E.
Q Florida License #64608
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