HomeMy WebLinkAboutEngineering jwin) FLA dianufaetured iltMM Program
30smes 1940 Noah h1woestred
StRe Profess i�,h,al TaYahassee, Florida 3239.0772
rofes i PhonC 850.487.1024+Fax'850,414.8436
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.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.floridabuildina.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.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
� V
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 '
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE, PROPERTY LINE, ETC. 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 _ ) �_l
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE LL
I BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). EBUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 1 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THEISSUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. (l FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1))°x4j"
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 ARESPACING(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 ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE I FOR TIOTHRU THE 2"z4"BOTTOM PLATEWITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL CODE-ON 0LB) 4. GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B).1/2"THREADED ROD (FORA"HIGH SET") IS SECURED THOU THE HOLE. MANUFACTURER'S 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS �F''mR� s"Fas
5.ANCHORSARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO . EYELET A7 REMOVED. BuwlNc TYPErmaR FOOTER (GARAGE DOORSFOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. ABOVE GRADE. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO mNs,RUCNON TYPE v-D
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 rwNE
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE FIRE-PRESSOR SYSTEM
rmxc
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° OCCUPANCY STORAGE
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS ALLOWABLE NDMBm OF STORES
7.IF THE UNIT IS A'NO FLOOR' OPTION.ANCHOR WITH 1/2"x5°WEDGE ANCHOR THRU THE BA51C WIND SPEED -200x
2"z4"BOTTOM PLATE. 1. BUILDING ANCHORS SHALL BE "MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EXPOSURE
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGE ENctosuRE DV405m
HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. RREPWL ME-RE COFiTICIFNT
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER).
TABLE 1 TABLE 2 TABLE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. IMPORTANCE FACTOR
ANC RITO CONCRETE KID RUNNER SPACING- PAD TYPES 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF DEAD LOAD 1®ss
SHED WIDTH UPUFT(PLF)ANCHOR SPACING SHED WIDTH X1 X2 X3 BPADDIMENSIONS MAX.LOAD• MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF UVE LOAD mvsr ORco CRETE BLOCK QU tt THREADED ROD(OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATEDFLOOR DEAD LOAD20'-0" 400 3'-6° 13'-8" 1'-10)° 1'-10f" 1'-tof" 1778L85 CEMENT AND SAND MI% PORTIONS OF SHEDS ON LEVELING BLOCKS. RooR uvELDAO m.7--T2-IF OPT.
280 3'-6" 11'-8" 2'-8" 6'-4° - 3500LBS CO CRETE BLOCK QUALTY TABLE ACEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE 'R•IunNc OF WALLS,RooR,RooF K/A
240 3'-6' 10'-d' I'-7" e'-10" - 3950LBS ABS PLASTIC PA05 MODULES PER BUILDINGSHED WIDTH LW UPUFT(PLF)FAD ANCHOR••MA%.INTERIOR SPACING••• HURRCINE PROTECTION US•GE HD
10'-0" 200 3'-6° B'-0" 0'-9" 6'-6" - 190OLB$ CO CRETE BLOCK OU UTY
CEMENT AND SAND MIX 13'-8" 7.00 243 v TO 3'-0° 10'-0" HURWCME SHELTER USU:E NO
8'-0" 160 3'-6" 1 6'-0" 0'-10° 51° - 'BASED ON 2000PSF SOIL BEARING CAPACITY(2000PSF IS TYPICAL) SDUME FOOTAGE ILSs TIKV TLO son.
6.00 208 0'-0"TO 3'-0° 10'-0' REVISIONS
120 3'-6° "VALUES APE FROM ENO OF JD15T TO CENTERS OF(2)414' 1.HOLLOW OR SOLID CONCRETE BLOCKS(8'.B°x16•)MAY BE STACKED 10'-0" 5.00 174 0'-0°TO 3'-0° 10'-0° REV DESCRIPTIONDATE BY
SKIDS ONLY.13'-B'MOE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO de'WITHOUT REINFORCING.
2.ABS PADS REQUIRED ON IV-B'AND 13'-B'MOE SHEDS ONLY. I IF FIX; TI/u/T7 MTs
TABLE 3 4.00 130 17-0°70 S-T 10'-0' 2 GX-D.-w x'AEa W,ANOIDR 5
M9N 67=•nR Mrs
6'-0" 3.00 104 0-O°TO S-W 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 SIDE RUNNER SHED WIDTH LN- UPLIFT PLF END ANCHOR-IMAX.INTERIOR SPACING•••
PAD TYPE PAD PAD TYPE ( ) (n Owen BY MTB
13'-B" SW/DW 4.15/332 LY TO 6" 6'-0° 1936LB 1,11,III,OR N 1879LB I,11,III,OR N 20'-0" 1 10.00 1 400 1 0'-0"m S-o" 5'-0° Datc
I V-8" SW/OW 6.00/480 0°TO W 6'-0° 2558LB I,11,III,OR N 2558LB I,II,III,OR N •LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/15
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10'-0" SW/DW 5.00/400 0"TO V 6'-0° 2400LB I,II,111,OR N 2400LB I,11,III,OR IV •••MAXIMUM PACING BETWEEN ANCHORS�CHOR N Gx N/A
8'-0" S r.Tdr-
SW 4.00/320 IT, V 6'-0° 2029LB I,11,III,OR N 2133LB I,11,111,OR N 1�ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ALL
2.ALL MEASUREMENTS ANE CENTER-To-CENTER. 0 GENERAL NOTES
6'-0" SW 3.00/240 0'TO 6^ 6'-0° 1658LB 1,IL 111,OR IV 1866LB I,11,111,OR IV 3.INE IDNIMUN NUMBER OF ANCHORS PER AHED IS(4).(1)ANCHOR PER EACH CORNER 1.FOUNDATION PIANS ARE NOT PART OF THIS
•LOAD WIDTH OF UPLIFT ON RUNNER BETWEEN
INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE IRAN 10'-0• PIAN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS.. JURISDICTION.
NOTES 4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN2.THIS BUILDING IS EXEMPT FROM THE FSC
I.PAD SPACING 15 END TO CENTER OF PAD. EXISTING BUILDING:IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE LLJ ENERGY CONSERVATION CODE PER SECTION
2.PADS OMER THAN END PADS SPACING IS iER-T!)CENTER. TO THE ADE AS POSSIBLE. J 1015.22.
3.USE SURE MAXIMUM PA 44 R-I 3.REFER TO TIE-DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE.
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GALVANIZED WASHER WITH 1/2"NUT1/2°THREADED R00 0
WITH 1/2'HUTT,--OMUkL FOR'IUGR SEi' NOTCH OR COUNIEPSINK BOLT Z
I/2'TMRE40E0 R00 EYES BOLTED TOCEMER WITH 1/212'
THRU 2•xd'BOTTOM PUTS ///IIITTTLLL
NAL FOO'NIGH SEF' f N
LT k NUT WITH(2)2•x2"GALVANIZED /2'COUPLETS 2'X{'BOTTOM PLATE HAILED I
1/2'COUPLER :: ASMERS(2.000L.SNEAK CAPACITY) :: TO 216'P.T.BASE w
1/21S'(400 LB.)CONCRETE
12•iORCED EYEBOLT )� , )( MIN. WEDGE ANCHOR IMO SAAB __-__"_ d'MIN. 0
n . THRU 2°X4'P.T.BOTTOM PLATE I
(SEE TABLE I FOR PACING) b------- -----
ETHER WITH 1/2'.2"-` (..7
Z 212°GALVANIZED TYPE I,II,W,OR N PAD WITH() BLOCKING AS flEOVIREO(SEE TABLE J 1/213'(400 LBJ SIMPSON A-24 CONCRETE STAB BY OTHERS MROUGH CONCRETE SAAB BY OTHERS MROVCH
OLB SHFAN CAPAC?0 , )' CONCRETE WEDGEANCHOR CLIP OR EQUAL LOCAL CODES AND JURISDICTION LOCAL CODES ANO JURISDICTION(SEE TABLE 1 FOR PACING) ORM AUGERANCHOR O 6 1 18BLE 4
4 FOR SPACING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
SHED WITH SKID ANCHORED TO CONCRETE ANCHORED TO CONCRETE
TO PAD OR BLOCKING J Matthew T.Baldwin P.E.
TIE-DOWN DETAILS Florida License#64608
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HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & EaPOsuRE a
(OPTIONAL) & DOORS DOOR 6' WIDE OR LESS 4x4 W/2--
-
/2 x4" WEEN URE +/-osm
WTERtIAI PRESSURE COEFFICIENT ./-0.1e
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(OPTIONALI M DULFs PER BNIDUNO
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END ELEVATION END ELEVATION nom sa roR s� Z -
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