HomeMy WebLinkAboutBuilding Permit Application (2) FLA Manufactured Btrtd;ng Fregrarr,
Bu5(neSt;. L', 1940 North tar Moe Stre st
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Professbna6 fa�aha=see. Florida 32399.OT72
#LiE;fir -n - Phone 8504871824+ Fax 8519AI48436
Ken Lawson,Secretary Rick Scott,Govemor
September 23,2016
Alex Martens
Superior Sheds,Inc.
2323 S.Volusia 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.Volusla 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.
Your certification is approved far three years from this date.You will receive a renewal notice by
Email generated by the BCIS(www.florfdabuiidIno.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.floridabuildirLa ora 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:Professional Service Industries
SETUP AND INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHED ----
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS J ( T
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. --�e-•\►�E ,e,-!!.:'.,�'?�!
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 _,- T - ,;•
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE -
BUILDING LEVEL, BLOCKS ARE ADDED ACHIEVE THE CORRECT SPACING(SEE TABLE 3).
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKED
IMO PLACE AND UNLOADED PARALLEL WITHIS SUPPORTED TO LEVEL.BLOCKED,AND THEN SHIMMED. -+.•-> FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x4l"
3.AFTER 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 7 '
SPACING(SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED30"AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS'UNTIL ALL SECTIONS ARE IN PLACE. CODE INFOR TION
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). eooE vERvoN Fee 20IT w Emby J.a-'
1/2"THREADED ROD(FOR A"HIGH SET") IS SECURED THRU THE HOLE. 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS UQUFACTURN
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUUDN.TYPE
FOOTER(GARAGE DOORTS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO' CONSTRUCTION TYPE r �
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. FIRE PROTECTION NVIA:
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 ME SUPPRESSION smEJ Mala
PLATE AND A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY sasAaE
WEDGE ANCHOR. ALL"'IBIE NUMBER OF STORIES I
7. IF THE UNIT IS A'NO FLOOR' OPTION,ANCHOR WITH 1/2"x5'WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ItA51C WIND SPEED
2'x4"BOTTOM PLATE. mosuRE
1. BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ENaosURE LNFi®
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL AVERAGE W-MMAL PRESSURE COEFFICIENT
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. IMMRTANCE FACTOR I IES
TABLE 1 TABLE 2 TABLE 3A 2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
ANCHORING TO CONCRETE SKID RUNNER SPACING- PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 48. ROOF DEAD LRMo
SHED WIDTH UPUFT(PCF)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD. MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE WAD
20'-0" 400 S-5" 13'-B" 1'-10f' 1'-11A)' I'-10f' 1 2'x8'.16' 1778LBS CONCRETE BLOCK QWA (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FLOOR DEAD LOAD w amw
CEMENT AND SAND MIX FLOOR UVE WAD sm 7sysr-Ia]vss DPT.
13'-B" 280 3'-6" 11'-B" Y-8" W-4• - II 4'.8'x16" 3500LBS CONCRETE BLOCK QUALITY TABLE 4A
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING-SINGLE WIDE MODULES PFR'R'RATING OF BUILDINGWALLS,noon.RooF N/A
240 3'-6" 10'-O" V-7' W-10' - III 16".16' 3950LBS ABS PLASTIC PADS A
SHED WIDTH LW UPLIFT(PI.F)END ANCHOR--MAX.INTERIOR SPACING... HURRO E PROTECTION USAGE xD
10'-0" 200 3'-6' 8'-0 0-9' 6'-6' - N 8"x8'.16" 1900LBS CO CRETE BLOCK OUIUTY XURNCNiE SHELTER USAGE
CEMENT AND SAND MIX 13'-8' 7.00 243 U-T TO S-O, 10'-0"
8'_0• 160 3'-0' 6'=0' 0'-10" 51"' - N�S ON NOTES
SOIL BEARING CAPACITY(20110PSF IS TYPICAL) SQUARE FOOTAGE tm T,a'I Tea fa/T. .
11'-8" 6.00 208 0•-0'TO 34 10'-0' REVISIONS
6'-O" 120 3'-6' 'VALVE ARE FROM END OF J06T TO CEtlTms OF(2)4'.4' 1.HOLLOW OR SODU CONCRETE BLOCKS(8181161 WY BE STACKED
STUDS ONLY.13'-8'WIDE SHEDS HAVE(4)SEES OF SKUS. ON PADS FOR HIGH SETS UP TO 48'WITHOUT REINFORCING. 10'-O" 5.00 174 0'-T TO S-T 10'-0' REV OESCRIPTON DATE BY
2 ASS PADS REQUIRED ON 11'-B'AND I3'-B'WIDE SHEDS ONLY.
8'-0" 4.00 ..138 0'-O'TO 3'-0' 10'-0' ,
TABLE 3 T 6'-0- 3.00 ID4 6-0"TD s-0' 10'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
30"AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RUNNER INTERIOR 510E RUNNER
PAD TYPE PAD PAO TYPE SHED WIDTH LW I UPLIFT(PLF)END ANCHOR--MAX.INTERIOR SPACING... U) aaA"Br• MTB
13'-6" SW/DW 4.16/332 0"TO 6" 6'-0' 1936LD I,H.III,OR N 1879LB I,II,III,OR N 20'-0' 10.00 1 400 01-0"TO S-W 5'-0•
I V-6" SW/DW 6.00/480 0"TO 6' W-0" 255BL8 I,II,III,OR N 2658LB I,II,III,OR N WAD WIDTH OF UPUFT ON RUNNER W 4/26/16
••LOCATION FROM END WALL OF AUGER ANCHOR
10'-0" SW/DW 5.00/400 0'TO 6' 6'-0• 2400LB I,II,III,OR N 2400LB I,11,III,OR IV '••MAXIMUM SPACING BETWEEN ANCHORS (n N/A
4:
8'-0" SW 4.00/320 0'10 6" 6'-D' 2029LO I,11,111,OR N 2133LB I,I1.III,OR N 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ALL
2.ALL MEASURE ONES ARE CENTER-TO-CEMER. Q GENERNES
6'-D° SW 3.00/240 D'm 6' 6'-0' 1658LB I,11,111.OR N 18fi61B I,II,III,OR N 3.THE MDUMNI NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNEA. 1.FWNDAALTIOOTN PIANS ME NOT PMT OF THIS
•LOM WIOnN OF UPLFT ON RUNNER ADDITIONAL INTERIOR MCHORS ME REQUIRED IF SPACING IS MORE THAN 10'-0' 3�: PIAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
/.ANCHORS SHALL BE ON SIDE WALLS EXTH
EXCEPT WHEN E SHED IS PLACED NEXT TO AN 2.THIS BUILDING IS EXEMPT FROM THE FSC
1�PAD SPACING IS END TO CENTER OF PM. EXISTING BUImING;'IN WHICH ANCHORS CAN BE PLACED-ON THE END WALLS AS CLOSE W ENERGY CONSERVATION CODE PER SECTION'
2.PMS OTHER THAN END PMS SPACING IS CENTER TO CENTER. TO ME SIDE AS POSSIBLE. -11015.22.
3.USE SAME MAKU)UM SPACING FOR INTERIOR SPACING. m 3.REFER TD TIE-DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET COOS
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Ld ````a�W�T.
2'.2'GALVANIZED WASHER •••••••••••CD
•'••�O�//
2'.2' VANIZm WASHER - WEN I/2"NUT I/2'THREADED ROU \\ \CENSE ''%/y/
OPTIONAL FOR'HIGH ET' z `Q.
1/2'�EADED D EYES BOLTED TOGETHER WITH 1/2•.2' NOTCH'1 CBOTTOM L BOLT ` /
0 no FOR'HICH SET' BOLT k NUf WITH(2)2'.2'CALVANIZEU THRU 2'xa'BOTTOM PLATE _
T/2'COUPLER WASHERS(2.00019 SHEAR CAPACMT) WSUPSONA-24
COUPLER TO 2.6o RT.BASET NIuIID I - 6
1/Tx5'(400 mJ CONCRETE W
1 2112'PoRGED EYEBOLT MIN. WEDGE ANCHOR IMO SLAB MIN. =
THRU 2N'P.T.BOTTOM PATE �(SEE TMLE 1 i0R SPACING) 8-------' C) i STATE OF 40
ETES BOLTED E1)2 WIN 1/2'.2' I•'BOLT kNUf WR (2)2'x2'CALVAMZFD TYPE I,0, S E NPM WIN 01.•. `WASNFAS(2 m SNFM CMACIIT) BmCNING AS REWIND(SFE TMLE]). 1/21]' MO19JCRETE SLAC BY OVERS THROUGH CONCRETE STAB BY OR1FA5 NRDICN // F P ••'
i CONCHEEE WEDG ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND NRISOICRON Z / T C C R I D ;:��\\
]0'
AUGER ANCHOR I (SEE TABLE 1 F'OR SPACING) Q //�`S'S'T• ..............
L•• •• .•.•'-`G•`\\
(SEE TMLE row sPACINO)SHED WIITTHC.SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTIONKING 0 NA `
TO PAD OR BLOCANCHORED TO CONCRETE ANCHORED TO CONCRETE 1111111110%
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TIE-DOWN DETAILS _ Floridaia6nGn A64608
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