HomeMy WebLinkAboutEngineering FLA tlanufactured RoldM Program
Busing �`�` 1940 North htavoe Street
S a 90A
r rof essi nal TaWassee. Florida 32399-0M,
Heouiation Phm 8504871824• Fax 8504148436
Ken Lawson,Secretary Rick Scott,Governor
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.ora)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.oro 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 V
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE. ETC. PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 30II �L--�
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
BUILDING IS BLOCKED ON THE HIGH SP07 AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). l I 1 .<•!�
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEM SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE ��-•---"�-
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (ix'x44"RE
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 Ari(-
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 INROWWN
THRU THE 2'x4"BOTTOM PLATE WITH A 1/2•AUGER BIT. 1/2" EYEBOLT OR OPTIONAL (4,90018) 4. GIRD NO ANCHORS ARE THEN ADDED(SEE TABLE 48). CODE VERSION FTe DWIT M reu..ATCE->-
1/2'THREADED ROD (FORA'HIGH SEY") IS SECURED THRU THE HOLE. 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS RlfxlOe Rem
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUILDING TYPE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NOS� ION trPE
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. rwE Peortclox Igoe[
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 FARE sIrPlEsvaRN S-vi Him
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" DRUPN+CY Ott
WEDGE ANCHOR. ALLOIYANE NWeOt ar STORES 1
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2'x5"WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS SURD WIND SRED Y"-NN.RI
2"x4'BOTTOM PLATE. -
EXPoseK c
1. BUILDING ANCHORS SHALL BE'MOBILE HOME'TYPE HP-1 SINGLE HELIX EYE ENnosuRE SHX IO
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL. AVERAGE INTERNI PHEaseE COLVE T4/_Itw
TABLE 1 TABLE 2 ABLE 3A HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. AWVRNCE rArnw 11.
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER).
ANCHORING TO CONCRETEKI RUNNER PAI • PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 48. D0°F ovo LOAD
SEED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH X11 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD' MATERIAL 3. THREADED ROD WITH EYE80LTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF LIVE LOAD ! E1:1r s DRr
20'-0• 400 Y-w 13'-8' V-1 1'-101" 1'-fOf I 2'x13"x16" 17781135 CONCRETE BLOCK 0 (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FUDR DDD LO•D IR
CEMENT AND SWD MIX _
CONCRETE BLOCK QUAL HOOK tNE lao Em Tw 1>w
13'-8" 260 ]'i' 11'-8' 2'-8• 6'-4' - II 4'x8'x/6• 35001135 CEMENT AND SAND MIX TABLE 4A •R•RATING Of WALLS,FLOOR,,,,D, N/A
30'AUGER ANCHOR SPACING - SINGLE WIDE LMoaxLs Pm 1NNnw
11'-8' 240 7d 10'-0' i'-7• 6'-10• - 111 16'x18' 39501135 ABS PLASTIC PADS SHED WIDTH LW UPLIFT
10'-0" 200 3'-C 8'-O" W-9" 8'-8" - N B'x8•x16" 19001135 CONCRETE BLOC"
OUALRY ( END "MAX INTERIOR SPACING•• ,' 141Ott1IOHl IUSIDE T
CEMENT AND SAND MIX 13'-8' 7.00 243 0-0•TO S-r 10'-0" ��USADE b
8'-0' 160 3'�• 6'-0" 0'-10' 51' - 6ASm ON SOODPSF SOA BEARING CMACRN(20ODPSF 5 TYPIAL) SwaE PODTADE m THw Tn Rvr.
NOTES 11'-B" 6.00 206 0-0'TO 7d 10'-0'
6'-D• 12D 3'.� •VALUE$ARE FROM DD OF JOIST TO COMERS OF(2)4•x4• 1.HOLLOW OR SOLID CONCRETE 6LOCI4(6'M116�MAY BE STACKED REVISIONS
DRISpDS DRI3--6•WIDE SHEDS HAVE(4)SETS OF SNITS. ON PITS FOR HIGH SRS UP TO 48"WITHOUT REINFORCING. 10'-0' 5.00 174 0-O.10 S-T 10'-0" REV DESCRIPTON I DATE BY
2.ABS PADS REQUIRED ON II'-8'ANO 13'-6'WIDE SHEDS ONLY.
B'-0' 4.00 138 0-0'tO Yd 10'-0'
TABLE 3
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE& DOUBLE WIDE SHEDS W-0' 1 3.00 104 1 17-0"70 Y-0• 10'-0• I
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD S1DE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING - DOUBLE WIDE
P TYP AD P SHED WIDTH LW UPLIFT(PLT)END ANCHOR--MAX.INTERIOR SPACING—
13'-8" SW/DW 4.15/332 0-TO K 6'-0• 1936113 I,II,III,OR N 1879LB 1,II,III,OR N 20'-0' 10.00 400 0-0•TO S-Ir 1 5'-0" ,IM MT
11'-8" SW/DW 6.00/480 IT TO W 6'-0' 255619 1,p,III.OR N 2558LB I,It.III,OR N •LOAD WIDTH OF UPI1R ON RUMOR LLI 4/26/16
••LOCATION FROM END WALL OF NICER ANCHOR
10'-0" SW/DW 5.00/400 LY TO 6• 6'-0' 2400LB I,U.III,OR N 240OLS I,11,III,OR IV ••'MAXIMUM SPACING BETWEEN ANCHORS In N/A
8'-0" SW 4.00/320 R TO C 6'-0" 20291.13 I,R,111,OR N 2133LB I,It.III,OR N T
1.AND NOTES
SPACING 5 DESICNm AS PER ASCE-7. L,yJ ALL
2.ALL MEASUREMENTS ME CENTER-TO-CENTER. GENERAL NOTES
6'-0' SW 3.00/240 0'TO W B'-0" I658LB I,I,111,OR N 1866LB I,11,III,ORAN }.THE MINIMUM NVMBEA OF ANLIIORS PER SHED (4).(1)MCHOR PER EACH CORNER 1.iWNDATION BANS ARE NOT PART OF lles
LOAD WDR1 OF IIRY'T ON RUNNER ADDITIONAL INTERIOR ANCHORS ME REWWED IF SPACING 15 MORE THAN 10'-0• PIAN SET AND ME GOVERNED BY LOCAL
•
BETWEEN ANCHORS-BE; THISJURISDICTION.
NOTES 4.MCIIORS SB,LL BE ON SIDE WAIL$EXCEPT WHEN THE SHED I5 PULED NEXT TOM 2.THIS BUILDING 15 EXEMPT FROM THE CBC
1.PAD FACING H END TO CENTER OF PM. IXISLING BUILDING;IN WHICH ANCHORS CM BE PLACED ON THE ENO WILLS A CLOSE LLJ ENERGY CONSERVATION CODE PER SECTION
1.PMS OTHER THAN ENO PADS FACING 5 CENTER TO CENTER. TO THE SIDE M POSSMLE. J 1015.23.
}.USE SAME MAXIWM FACING FOR INTERIOR SPACING.
M
3.INSTAL TO TIE-DOWN DETAIL FOR PROPER
INSTALLATION REOUIRE11EN75 TO MEET CODE.
NN T
2'a•GALVANIZED WASHER -j %%, .... ... ! /i
212'GALVAMZEO WASHEII WITH 1/2•NUTT--1/2-THREADED RDD 0 `��•t �)GENSE••'••�LL///
WITH 1/2"NUT OPTIONAL FOR UGH SEY NOTCH OR COUNTERSINK BOLT Z
1/2•THREADED ROD EYES BO.IED TOGETHER WHIN 1/Y.z• TNIIII 214•BOTTOM PLATE
OPTIONAL FOR•HIGH SET" 1/2•GOBLET N
BOLT k NUT WITH(2)2•x2•GALVANIZED
1/2"COU%FR
WASHERS(2.WOLH SHEAR CAPACRY) TO 21BBOTTOM�E IWIFD I _
I/Z'xS'(100 LB.)CONCRETE lil
1/2112•FORGED EYEBOLT )C X �4•MW. WEDGE NICHOR INTO SLAB ____ ff-MN. Q •.
I THRU 211•P.T.SOTTW RATE M-A O
TALE 1 FOR FACING)
BOLTED TOGETIEII WIT I/z'n• - C.7 STATE OF 1"
T k NUT WITH(2)212•GALVANIZED 11'PE I,II,Ie.OR N PA WTH I A'•:
n MOCKING AS RF,IV A(SEE TALC}) I/2•.}"(400 LH.) SkNSW A-24 CONUEIE SLAB BY OTHERS THROUGH CDIIOEIE SW BY OTHERS THROUGH //O'y .•
MSIEPS(2.0008 SHEAR CAPACITY) II CONCRETE WEDGE ANCHOR CUP pl EOIIAL LOCAL CODES MD JURISDICTION LOOK CODES AHD JURISDICTION F P
}0'FARM AUGER AlIC110R (SEE TMLL 1 FOR SPACING) ZO ///� .E O R 10 ;G�2'`�
(SEE TALE.FDR F,IOWc)�HED WITH SKID ANCHSHED ORED WITH
HSKIDCONCRETE SHED
WITH
' O 0 FLOOR'
OPTION QQ~ ���'IS l0 NA11��N-'`
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LllD W TRUSS HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS kExPosiIRE _
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27 L WIRING DIAGRAM W RAnc OF WALIS.FLoon,xoOF VA
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REVISIONS
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J 12/12/17
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TABLE 2
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END ELEVATION END ELEVATION
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