HomeMy WebLinkAboutEngineering b'prap.
FLA Manufactured Building Program
fF?S51Ot1�1�RegulabOr� 2601 BlairStone Road
Tallahassee,Florida3239MM
Phone:850.487.1824•Fax 850.414.8430
Halsey Beshears, Secretary Ron DeSantis, Governor
RECEI:, Permitting
August 07, 2019
Alex Martens SEP
Superior Sheds,Inc. ST. Lucie CoUn
2323 S.Volusia Ave ty
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 x
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.
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
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE. SHED -
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1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE PVC TO ALLOW FOR II 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE, PROPERTY LINE, ETC. 4 PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED:UP.
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE 1
BUILDING 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). _~''y
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. �.a
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH x43°
SPACING(SEE TABLE 3). BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLESLESARE
LINED AND.BOLTED SECURE. THE REST BLOCKING IS THEN COMPLETED. THIS CODE INFORMATION
,4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 30°AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTIONTIONSHEDS UNTIL ALL SECTIONS ARE IN PLACE.
T14RU THE 2'x4°BOTTOM PLATE WITH A 1/2°AUGER BIT. 1/2"EYEBOLT OR OPTIONAL (4,9001_B) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). c CODE VERSION
1/2'THREADED ROD(FOR A"HIGH SETS IS SECURED THRU THE HOLE. INSTAUED PER MANUFACTURER'S 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS WwAcTLRM
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT REMOVED. BUDDING TYPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. OF 6'ABOVE GRACE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION ERE v-a
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 FROIErnON HDNE
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 FUE SUPPRESSION smEM HONE
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2° OCCUPANCY
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NUMBER OF STORIES IsiORAG[
_
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE Iuvc WMD sFEm v.-IrhnP°
2"x4'BOTTOM PLATE. 1.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE �asyRE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE ENCLOSURE MIWIA ]
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERNAL PRESSURE WFFTQELT
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE,(BY DEALER).
T BLE TABLE 2 TABLE 3 LOCATE ANCHORS PER TABLE 4A OR 4B. IMPORTANCE I'moR ANCHORING 0 c SK U S D 3;THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOFDUCREAD SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH x1 X2 ' x3 TYPE PAD DIMENS1iNS MAX.LOAD• MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LIVE LEADc0 CRETE BLOCK QU TY THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELED20'-0' 400 S-0' 13'-B' 1'-1 1'-1 1-IQj' I 2'x8'x16' 1778LB5 PORTIONS OF SHEDS ON LEVELING BLOCKS. FLooR LIVE LawOl' 01' � CEMENT ANDSAND Mx FLOOR 17,E Law13'-8' 280 S-6' 11'-8° 2'-8' 6'-4' - II 4°xB'xt B° 35001.85 Co CRETE B OGREau - T BLE 4c ENT AND BAND Mlx 30"AUGER ANCHOR SPACING-SINGLE WIDE 'R'TUTOIOm WILDN TLooR,RWF I V-8" 240 Ski' 10'-0' V-7' W-10' - III 18°.1a° 3950LBS ABS PLASTIC PADS SHED WIDTH LW UPLIFT(PLF)END ANCHOR••MAI.INTERIOR SPACING••• M� CALES PER BUDDING
200 S-6' B'-0° 0'-9' B'-B' - N 6'x6'x1B' 1900LBS CO CgEr B OCK Q NURRGkE PpartanoN USAGE Iq
10'-0° CEMENT AND SAND MIXER USAGE HO
13'-8" 7.00 243 0'-0'1D S-0' 10'-0' HURRICANE SHELT
160 S-0' 6'-0° 0'-10' 51' - •BASED ON 2000PSF SOIL BEARING CAPACITY(2OWPSF Is TYPICAL) Sam FOOTAGE IDD THAN TIO Ian.
11'-e" 6.00 208 0'-0°TO S-W 10'-0' REVISIONS
120 S-0' -VALUES REE FROM END OF JOIST TO CENTERS OF(2)4',4' 1.
NOTES
OR SOUO CONCRETE BLOCKS(814•x16')MAYBE STACKED ' "
SKIDS ONLY.13'-8'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 44'WITHOUT REINFORCING. 10-D5.00 174 D-0'TO N-O* 10'-0' REY DESCRIPTON DATE BY
2 ABS PADS REQUIRED ON 11'-B'AND 13'-S'WIDE SHEDS ONLY. I -IXI IVWIT U.
TABLE 3 a'-o' 4.00 135 D'-a TO S-O* 1o'-p•
a caxxm A1pIIR r ua MAx.Avow DGDLOOII IAA!/le U.
6'-0' 3.00 104 0'-O'TO S-0' 10'-0'
CX
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPnON PAD MAXIMUM LOAD AND PAD TYPEWIDE T BLE B
SHED WIDTH TYPE LW(PLF) ENO PAD MAX.SPACING END PAD SIDE RPADTYPE 30"AUGER ANCHOR SPACING- DOUBLE I OR SIDE RUNNER PAD TYPE SHED WIDTH LW UPLIFT(PLF)END ANCHOR--MAI.INTERIOR SPACING•••
13'-8" SW/DW 4.15/332 0'TO 6' W-0' 1936LO 1,U.III,OR N 167801.II,III,OR N 20'-0' 10.00 400 O-0'TO S-0' S'-0' Dntn
SW/DW 9.00/480 0'TO 6' 6'-0" 2558LB 1,II,III,OR IV 2558LB I,II,III,OR N RECEIVED •LORE WIDTH OF UPLIFT ON RUNNER W °. 4/26/16
••LOCATION FROM END WALL OF AUGER ANCHOR
10'-0" SW/DW 5.00/400 or TO 6' 6'-0" 2400LB I,U.III,OR N 2400LB I,II,HI.OR IV •••NAxU,IUM SPACING BETWEEN ANCHORS CTI ° I N/A
8'-0" SW 4.00/320 0'TO B' e'-0' 2029LB I,II,N,OR N 2133LB I,II,61,OR N SEP 10..2010 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. LAJ ALL
2.ALL MEASUREMENTS ARE COM-TO-CENTER. Q GENERAL NOTES
SW 3.00/240 Cr TO W W-O' 185OLS I,II,10,OR N 15661.8 {,II,DI,OR N ftrMitting Department 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER. 1.FOUNDATION PUNS ARE NOT PAFtr OF THIS
LORE-VICTIM OF UPUR.ON RUNNER St.Lucie CauntV
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' PLAN SET AND ARE GOVERNED BY LOCAL
• BETWEEN ANCHORS. JURISDICTION.
4.ANCHORS SHALL BE ON SIDE WAILS EXCEPT WHEN THE SHO IS PLACED NEXT TO AN e 2.THIS BUILDING IS EXEMPT SROM THE ERC
1.PIM'SPACING IS END TO CENTER OF PAD. OBSDNG BUILDING;IN WHICH ANCHORS CAN BE PLACED ON TIE END WALLS AS CLOSE per, LL( ENERGY CONSERVATION CODE PER SECTION
2.PADS OMER IRAN END PADS SP 0 LENDER. TO THE SIDE AS POSSIBLE. J 101632.
3.USE SINE MAwMUM SPADIN N m &REFER TO TE-DOWN DETAILS FOR.PROPER
RECEIVED 0 INSTALLATION REQUIREMENTS M MEET CODE-
0
SEP 11 2020
ST.Lucie County,Permitting W
21;GALVANIZED WAS ER J
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ALVANIZED WASHER WTHI 1/2'Nut 1/2'THREADED ROD
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/2'TxREAoso ROD EYES BOLTED TOGETHER Wmt I/g'2 THRU 214'BOTTOM PLATE (10
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1/2'COUPLER _ WABNERS(2.0000 SHEAR CAPACITY) TO 2'.e'P.T.BASE
'FORGO EYEBOLT )( MIN, 1/2'.9'(40O 0. CONCRETE _-- Q�4 WEDGEACNO�INTO SUB __ MIN.• ' 1 THRU 214'P.T.BOTTOM PLATEI1(SEE TABLE I FOR SPACING)THER WITH 1/212' TYPE I.11,III.OR N PAD WLTH2)25,;GALVANIZER 3 BLOCKING AB REOOIO(SEE TABLE 3 1/21Y(400 OJ sIMPSON A-z4 CONCRETE SLAB BY OTHERS THROUGHCONCRETE SLAB BY OTHEAB THROUGH
SHE CWACII CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL WOES MND JURISOIWON0 �/^/�ORTH AUGER ANCHOR (BEE TABLE I FOR SPACING) �5LE 4 TDR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
SHED WITH SKID ~
TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE
TIE-DOWN DETAILS <, FisT.nseBol#IT P.E.
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