HomeMy WebLinkAboutEngineering _- - -t a�
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Ken Lawson,Secreian; Rick Scott,Governor
September 23, 2016
Ale„Martens
Superior Sheds,Inc-
2323
nc2323 S.Vofusia 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 far 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 matte 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 BCI .'- . --—)for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FA)C at 850-414-8436.
Please visit our website at to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
mac —c9
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Serfice Industries
q. �A i,. A 7 F SETUP.AND INSTALLATION OF DOUBLE WIDE SHS J'y
1.BUUDNG)S PLACED IN REQUESTED LOCATION ONISCHEDULE 40 PVC TO ALLOW FOR
MOVFIAENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE,PROPERTY LINE ETC. / 1 BUILDING 1S PLAQED' REQUESTED LOCATION.-THE FIRST SECTION OF THB DOUBLE WIDE IS
2. ONCE UNIT is SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE I FLlLCE6 N'li}t�jtl(( 4_OC/(TION OF GROUND AND 5 LEVELED UP. t•--•�--- .VL.-�--
BUILDING IS BLOCKED ON THE HIGH SPOT AND IEVF),ID. THE OTHER END OF THE ? BLp01(S E ED,AT.VE'ENO CENTER,MID OTHER END TO LEVEL ONCE THE
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING BUI I f'�YRJ_OG E pDgp TB'itCHIEVE THE CORRECT SPACING(SEE TABLE 3).
IS SUPPORTED TO LEVE).,BLOCKED.AND THEN SHIMMED. 3 THE 7y$ $ F R o45•BgCKEDl46 PLACE AND.MOADED PARALLEL WITH THE - 1•-(� _
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT FlRST`'SECTIDT{ •�:5Mw ARE Q�iNECiED AT THE LOWER CORNER WITH(1 4]' --
SPACING(SEE TABLE 3). llff BOLT i1jID NN,,Uf .NEJE ;$. ON I$bHEN LEVELED AND THE OTHER BOLT HOLES ARE
4.ANCHOR PLACEMENT 6 ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED En - LINED UP AND�.BaET�E=."THE RESTOFTHE BLOCKING IS THEN COMPLETED. THIS `-
30•AUGER ANCHOR CODE INFORMATION
THRU THE 2•x4•BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2'EYEBOLT OR OPTIONAL PROCEDUREIS-REP FOR MULTIPLE-SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE
1/2'THREADED ROD(FOR A'HIGH SO-) IS SECURED THRU THE HOLE (4.90OLB) 4.GROUND ANCHORS ARE THEN AIDED(SEE TABLE 4B). nxR:vELROx R2Pr7 or.A4L•T
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS LLNAIfMnABP a4pgER amf
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. REMOVED. VA N9 TYPE
6.IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30'AUGER ANCHOR AND 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO tY'r[ va
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2•HOLE IS DRILLED INFO THE FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TOR
CONCRETE 1-1/2'OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM NK�yTS1y Ioc
PLATE AND A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOaoONANIx swq
R
7.IF THE UNIT IS A'NO FLOOR'OPTION.ANCHOR WITH 1/2'x5'WEDGE ANCHOR THRU THE ALL""N1c m v Alam '
2"x4•BOTTOM,PLATE. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 6A90 RIND SPEED Wruyp
- 1.BUILDING ANCHORS SHALL BE'MOBILE HOME*TYPE HP-1 SINGLE HELIX EYE p1O�NE Imm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL AVERAGE W-MAL PR.SUW nu
TABLE TABLE 2 TABLE 3A HOLDING STRENGTH IS NOT LESS THAN 4,900 LEIS. FAcoR lw
0 K p 2.ANCHORING SYSTEM(TO GROUND PER LOCAL BUILDING CODE(BY DEALER). IMPORIANCE
LOCATE ANCHORS PER TABLE 4A OR 4B. IRDOF OOV ILYo 1411
SHED WIDTH UPLIFT(PCF)ANCHOR SPACING SHED WIDTH X1 x2- %3 TYPE PAD DIMENSIONS MAK LOAD- MAT(AIK 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE poor IRF RD1D sp Iw�,
20'-0' 400 S-6' 13'-8" 1'-101' 1'-101' 1'-101' I 2".8•x16" 1778LBS CONCRETE BLOCK qu (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. ET11oR DF/D SOLEI w
CEMENT AND SAND MIX FIDQ MYE 1d0 an TR11N!-lss R>2
13'-8' 280 s� it'-8' 2'-6' e'-4' - It 4•a8'x16' 3500LBS coN eLoaE DUADTY TABLE 4A '
CEMENT AND SAND MIX 30'AUGER ANCHOR SPACING-SINGLE WIDE 71'HONG of OAA N69R IRDa K4
11'-B' 240 S-4• 10'-0' 1•-7' C-10' - III 16•x16• 395OLBS ABS PLASTIC PMS Mown PER WAM 1
SHED YAM LW- UPLIFT(PLS ENO ANCHOR--MAX INTERIOR SPACING-
10'-0' 200 JCA 8•-0' U•-9' e'-8• - N 8"xe"06" 1900LBS CONCRETE BLOCK IUALIY Ma6N'Am 6Mam1�l
CEAIEM AND SAND NIX 13'-8• 7.00 243 U-0'TO 3-0• 10'-0•
O'-10• 51', - •RASE➢ON 2DOOPST SOL BEARING CAPACITY(2DDOPSF 6 ttP )
TO 120 3'{• WN183 ARE FROM FNO.a J06T CIXIER OF oUW
NOTES 11'-B• 8.00 208 0-0'ro Y-0" 10'-0' ramACE 1v TKUR a4FL
(2)4•N' 1.HOUDIN OR SOLID CONCRETE BLOCKS(DW-151 MAY BE SrACKED - REVISIONS
Sms 014X.lY-6'Mm STeM NM'E(4)SETS OF SKIS ON PMS FOR HIGH SETS UP TO W WTTHOur REENFORCBIC. 10'-0• 5.00 174 OCAro ar-0• 10•-0• REV DESCRIPTON DATE BY
2 Aes PADS REIXnRED ON 11'-B'AND 13'-5•w1OL SR6D5 ONLY.
TABLE 3 B•-D' 4.00 138 or-If 10 10-D•
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS C-0' 380 104 1 E-0•ro Yd
SHED DESCPoT+IpN PM MAXIMUM LOM AND PM TYPE TABLE B
SHED WIDTH TYPE LW(PLt) ENO PM MAK SPACING ENO PM
SIDE RUNNER INTERIOR SIDE RUNNER 30 AUGER ANCHOR SPACING-DOUBLE WIDE
PAD TYPE PAD PAD TYPE SHED WImM WI' UPLIFT(PLh 100 ANCHOR-I MAX.INTERIOR SPACING-••
13'-8' SIV/DV/ 4.13/332 R TO S 6'-0• 193678 I,It,III,OR N 187918 I,It.III,OR N 20'-0' 10.00 400 0-d 70 Y-0' 5'-0•
MTB
Q Dec
111-8 SW/OW 8A0/�8p or e•' e•-0• -25SBLB I,II,III,OR N 2558LB I.11,01,OR N •LOAD WIDTH OF UPLIFT ON RUNNER W 4/26/16
10'-O'' sW/oW 680/400 0'ro C 6'-0' 240IXB I,B,III,OR N 2400tH I,0,III,OR IV
.LOAD
ETON END WALL OF AUGER ANCHOR = -
•••MAXIMUM SPACING 09W@1 ANCHORS (n N/A
8'-0' 9R 0•TD or 6•-0• 2I29LB I,A.III,OR N 2133LBI,II,10.OR N NOTES
1.ARCHON SPACING IS DESIGIhW AS PEL ASCE-7.8 (y) ALL
S.00/2M S M 6 W-0• 1 ORB 4 U.II,OR N 1666LB 1,II,III,INt•N 2_Au MllAAE smEMIXTS GEAER-TD CEOETE Q GENERAL NOTES
1 THE MROMUM NUMBER OF ANCHORS PER SHOD IS(4).(1)AN R PER EACH CORNEA 1.FOUNDATION PIANS ME MWf PART OF THIS
•lLWO WIDTH�TgIT d/'RIlINER - MOMOWL INTERIOR ANCHORS ARE REQUIRED IF SPACWG 6 MORE THAN 10'-0' PLAN BLAND ARE a0'JEWED EIY LOCK
NOTES BETWEEN MCWM' \\ JUR60KTgN.
4.ANCHORS SHALL BE OH SIDE WMLS DICEPT WHEN THE.SHED 6 PLACED MW TO AN
2 EPASNE BUIDND R EXO C FROM THE FBC
i.PM SPACING THAA6 END TO CEXTFR OF PM. - ELSDNG BUILDING;N WHICH INCHOIS CAN BE PIACEI)ON THE ENO WAus AS CLOSE W ENERGY CONSIINMdM CODE PER SECrON
2 PADS AMEA MAXIMUM
END PANS SPACING 6 CFMIFA TO CEOEL _ - TO THE SIDE AS POSSIBLE. -I 101522
3.USE SINE IAAm.IUM SPACING FOR INTERIOR SPACING. m 3.REFER TO TIE-DOWN DETAILS FOR
NPROPETt
ST&UTKN REQUIREMENTS TO MEET CADS
-- _- -_ 0
212'GKVAI®WASHER ,n .:..eq'
WASHOR WIM 1/2•NUT 1/Y THRIA0 0 ROD CD �� '�•+''• •`,p /�
WITH 1/Y NUT OPTIONAL FOIE YDGH NOTCH OR
CODNRRSINN BOLT Z `\ j A) 8B •y .
1/T THREADED Rao EYES BOLTED TOGETHER WITH 1/2-a- %
OPIINIA FOR•HIGH SET- /2 NOT 2•x4•BOTT04 P1.11E
BAT h NlA WITH(2)2•xY OKVAN® 1/2'COMPLEA ('n
1/I"COUPLER wAA1El5(200018 SHFIA CAPACITY) K7P" TE
1/2':12'FORGED EYEBOLT E = E"
1/1'a5'(400 LBJ CONCRETE W
• WEDGE ANCHOR TMD STAB MIN. Q
' • ' " THRU 2•x4'P.T.BOTEOM PLATE • 7
EYES EOLT TOGETHER WITH 1/2'x2' IS-TABLE 1 FOR SPACNO) �
DOLT A:NUT (2)2•x2'GKVMREW TYPE L B,IR,OR N PM WRRf U' %�1°; STATE OF 4(/`
WASHERS(2 SWEAR CAP BLDCJ(WG AS REQUIRED(Sm TAS ). 1/2'x3'(400 L9.1 9MPSON A-M CONCRETE SAB BY--ERS THR GH CONCRETE SlA2 BY OMS T,IH000H % Q'ti• \
�» -E TABLE
L WEDGE PACT CUP OR EORAK LOCK CODES AND JURISDICTION LOVE CODES AND JU WrON Z �� FL O R LD P - \\
30' H
AUGER ANCHOR (SEE TABLE 1 i'Pi SPACING) n�4
(SEE TAS FOR SPACING) ''••.......... G
SHED SKID
TO PEO R BLACKING ANCHORED TOHCONCRETE--`Y2� SHED
ANCH
ANCHORED CONCRETE
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HYDROVENT DETAIL SIDE WALL WINDOWSEND WALLS WINDOWS &
(OPTIONAL) & DOORS DC]aR 6' WIDE OR LESS 4"x4" W/2"z4" rJJuesu,E oomm
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SOURCE -��E N ALL METAL WMS.
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Roof I.27a-94.7 ROOF FRAMING PLAN WIRING DIAGRAM EoouEs vm suk e 1
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ELEVATION CROSS-SECTION END ELEVATION m _3/-P-T.rtr000 onr,ri�®pm er Ao1 m onx too m n 9tt xpr NI oo-1BAAN
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