HomeMy WebLinkAboutProduct Information I
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s tith:— t t1V FLA Manufactured Building Program
BusInest/o
1940 North Monroe StilStreet
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Professional Tallahassee, Florida 32399.0772
?aL ui don Phone:050.487.1824* Fax 850.414.8438
Ken Lawson,Secretary Rick Scott,Governor
September 23,2016
Alex Martens R�CFISFO
'Superior Sheds,Inc.
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2323 S.Volusia Ave ,��/Ei 1' 3
78
Orange City, FL 32763 t �9
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RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22, 2019 ' p O
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.
Your certification is approved for three years from this date.You will receive a renewal notice by
Email generated by the BCIS(www.floridabuildinci.oro)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.orq 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�
Manufactured Buildings Program
cc:Professional Service Industries
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SETUP AND-INSTALLATION OF SINGLE WIDE SHED SETUP AND INSTALLATION OF DOUBLE WIDE SHHEEvDIDCC j1.IN
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1.BUILDING I S PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF TH rtrt�a NI.n�EE WIDE0f1SMOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE,PROPERTY LINE, ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. SF,•[L�,�'�_'O "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. lint eryfwBUILDING 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 T )- i.„,eBUILDING 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. - _ FIRST SECTION.THE TRO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH(1))"x4)°
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----_ - _ _ - ___�(_ __
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 DRILLED 30"AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFORMATION
THRU THE 2"x4"BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL - (4,9001.8). 4.GROUND ANCHORS ARE THEN ADDED (SEE TABLE 48). CODE SON fHC 00,0 T°ED"^ASCE-'
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 MANUFACTURER Unman SHIMS
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO INSTRUCTIONS. EYELET AT-. REMOVED. __-_ _BUSTING TYPE
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FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 'MAXI ', 'ABOVE.GRADE.' CONSTRUCTION TYPE ,IiI
6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO Au
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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. Ya
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE _ DRE PRCIECOON 1101¢CONCRETE 1-1/2"OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM DRE SUPPRESSION 01TEM ROUE
PLATE AND ANCHOR.A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" OCCUPANCY GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NUMBER OF STORIESIDRAB
WEDGE
7. IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE BASIC WIND SPEED 00-2050*°
2"x4"BOTTOM PLATE. 1. BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-I SINGLE HELIX EYE
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AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA. OR EQUAL. AVERAGE
ENCLOSURE ENCLOSED
• HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. INTERNAL PRESSURE COEFFICIENT ./-CEM
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 49. IMPORTANCE FACTOR m
ANCHORING TO CONCRETE SKID RUNN R SPACING' PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LAO Srov
SHED WIDTH UPLIFT(PIF)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD. MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF WE LOAD KOPY OA xxa
CONCRETE BLOCK QlIAL1TY THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED OOR GOA.1..n
20'-0" 400 3'-6" 13'-B" 1'-1D)" 1'-1O}° 1'-10)" I I 2"x8"x1O" 1778LB5 PORTIONS OF SHEDS ON LEVELING BLOCKS. my
CEMENT AND SAND MIX FLOOR LK LOAD SRL>as,-ISOM 000.
13'-8" 280 3'-0" 11'-8" 2'-0• 6'-4° - II 4"xe°x16" 3500LBS CONCRETE BLOCK QUALITY ROOF_ TABLE 4A
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CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE RATING OF HAUS.RDOR. N/A
11'-8" 240 3'-6" 10'-0" 1'-7" 6'-10" - III 16"x18" 3950LBS ABS PLASTIC PADSMODULES PER BUILDING I_
SHED WIDTH LW UPLIFT(PIF)END ANCHOR**MAX.INTERIOR SPACING*** IRIRRR SNE PROTECTION MADE AO
10'-0' 200 5-0" 8'-0" 0•-9" 6'-e' - IV 8"x8"x16" 1900LBS CONCRETE BLOCK.QUALITY - NURHdULE SHELTER USAGE ND
CEMENT AND SAND MIX 13'-8" 7.00 243 0'-0"ID 5-0" ' 10'-0'
8'-0" 160 3'-6" 6'-0" O'-10' 51" - d0�ON 2000PSF SOIL BEARING CAPACITY(2000PSF B TYPICAL) . SQUARE FOOTAGE 1E5°THIN 722 PVT.
1I'-8" 13.00 208 0'-0"70 3-0" 10'-0' - -
REVISIONS6'-0" 120 3-6" "'ALLIES ARE FROM END OF JOIST TO CENTERS OF(2)4•a4" I.HOLLOW OR SOUD CONCRETE BLOCKS(B"aO'aie
•
SKIDS ONLY.13'-B'WIDE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 48•WITHOUT REINFORCING. 10'-O" 5.00 174 0'-0"10 5-0• 10'-0", REV DESCRIPTOR DATE BY
2.ABS PADS REQUIRED ON 1 V-B'AND I3'-B•WIDE SHEDS ONLY. • 1 2017 Too H/12/II Un
8-O" 4.00 138 6-0"TO 3-0" 10'-0•
TABLE 32 fJO R0 ANO+Ir Ars 012.AtomBIBG0I AM/10 Um
6'-0" 3.00 .104 0'-0"70 5-0" 10'-0"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPETABLE B
SHED WIDTH TYPE LW(PLF) END PAD MAX,SPACING ENO PAD SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING- DOUBLE WIDE
PAD TYPE PAD PAD TYPE SHED WIDTH LW UPUFT(PLF)ENO ANCHOR.*MAX.INTERIOR SPACING*** 'By:
MTB
13'-B" ' SW/DW 4.15/332 0'TO Cr 6'-0• 1936LB I.II.III,OR IV 187818 I.II,III,OR IV 20'-0" 10.00 400 0'-0"TO 3'-0" 5'-0" 0 Oalc
11'-B" SW/OW 6.00/400 0"TO 6° 6'-0' 25581B I.II,III,OR N IT
2558LB I.II,III,OR IV •LOAD WH OF UPLIFT ON RUNNER W 4/26/16
••LOCATION FROM ENS WALL OF AUGER ANCHOR I SCAN
10'-0" SW/DW 5.00/400 O"TO 6" 6'-0" 2405LB I,II,III,OR IV 24001.8 I.II,III,OR IV ^•MA0011UU SPACING BETWEEN ANCHORS (n N/A
NOTES Model/`
8'-0° SW 4.00/320 0'TO 6' 6'-0" 20291.0 I,II,III,OR IV 2133LB I.II,III,OR IV 1.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. LU ALL
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. p GENERAL NOTES '
SW - 3.00/240 0"TO 6• 6'-0" 18501.0 I,II,III,OR IV 18561.0 I,II,III,OR IV 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(I)ANCHOR PER EACH CORNER. 1.FOUNDATION PUNS ARE NOT PART OF THIS
•LOAD von,OF UPLIFT ON RUNNER BADDRIONAL ETWEEN ANCHORS..INTERIORANCHORS ARE REQUIRED IF SPACING IS MORE THAN 1G'-0" PLAN
SET ARO
ARE GOVERNED BY LOCAL
4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED 1100 TO AN 2.THIS BUILDING IS EDEMPT FROM THE FBC
1N.
�SPACING IS END TO CENTER OF PAD. DUSTING BUDDING:IN WHICH ANCHORS CAN BE RACED ON THE ENO WAIS AS CLOSE L.v ENERGY CONSERVATION CODE PER SECTION
2.PADS OTHER THAN ENO PADS SPACING IS CENTER TO CENTER. TO THE SIDE AS POSSIBLE -I 1015.22.
3.USE SOLE MAXIMUM SPACING FOR INTERIOR SPACING. 03 3.REFER TO TE-DOWN DETAILS FOR PROPER
INSTALLATION REQUIREMENTS TO MEET CODE
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1/2'THREADED ROD I', EYES BOLTED TOGETHER WITH 1/2'x2' THRU 2"a4'BOTTOM PLATE (/) ///EEE/1^
OPTIONAL FOR'HIGH SET' rI BOLT&NUT WITH ETHER2'GALVANIZED T 1/2"COUPLER /1/E I
1/2'COUPLER IgA WASHERS(2.00010 SHEAR CAP II TO TO04•D'P.T.BASE
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WASHERS(2.0001.8 SHEAR CAPACITY) CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES AND JURISDICTION 20.LA�11 AUGER ANCHOR (SEE TABLE I FOR SPACING) o_ 6/1/18
(SEE TABLE 4 FOR SPACING)
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