HomeMy WebLinkAboutEngineering t rtrr�t FLA Manufactured BuMGng Program
Busines D) 1940 NorthMohr�s i
Professional 'Calahwee, Florida 32399-0772
Regulation Phone;850,487.1824• Fax;858.414.8436
Ken Lawson,Secretary Rick Scott,Governor
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September 23, 016
Alex Martens
Superior Sheds,Inc. --r-�-�
2323 S.Volusia Ave RECffr=b
Orange City,FL 32763
RE: Manufacturer Certification,ID MFT-113; Expiration Date: September 22,2019 APR 3 0 2019
Dear Alex Martens ST. Lucie County, Permitting
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.floridabuildino.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,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
SGTUP'AND INSTALLATION OF SINGLE WIDE SHED �Q. SETUP AND INSTALLATION OF DOUBLE WIDE SHED
1,BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 11 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. .1L PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. -2.ONCE 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
BUILD NO S BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO 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 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(1A".43'
3.AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION 15 THEN.LEVELED AND THE-OTHER BOLT HOLES ARE YR '
SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING 15 THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTA13USHED 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 I FOR O '
THRU THE 2"4"BOTTOM PLATE WITH A 1/2'AUGER BIT. 1/2'EYEBOLT OR OPTIONAL (4,900LE4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 49). DDDE-DN fDC 2aTr°°Il2u,AfcF)
1/2' THREADED ROD(FOR A'HIGH SET")IS SECURED THRU THE HOLE INSTALLED PER MANUFACTURE' 5.ONCE THE'BUILDING IS PROPERLY,BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS uFACIBaJI mDualE amT
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS-WITH NO DNSTRUCIIDN& EYELET A7 REMOVED. BIAANO lrvE
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. SUM OF 6'ABOVE G E 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO cWymUrnUN Trrc Yy
B.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. f�PRIRELTIaN NUE
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 FR sUPPnl Xm s rDM halve
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2"
WEDGE ANCHOR GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS AL YABIENuMBET1 OF x0REE + E
7.IF THE UNIT IS A'NO FLOOR'OPTION,ANCHOR WITH 1/2".5'WEDGE ANCHOR THRU THE INSIG WAND svBn v.-2oa„FR
2"X4'BOTTOM PLATE 1.BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HEL)X EYE -SVR D
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA.OR EQUAL. AVERAGEOSV� DEUDTm
HOLDING STRENGTH IS NOT LESS THAN 4,900 LRS. �� wrFFUTENr H/-nm
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). NTERML
TBE I TABLE 2 TBE 3A LOCATE ANCHORS PER TABLE 4A OR 4R. WimuVlcE FACTOR °
ANCHORING C SKID RUNNER5 • PkD TYPES OO
3.THREADED ROD WITH FYE13OLTS SHALL BE PLACED THRU THE BOTTOM PLATE F DEAD Lab 1m.F
SHED WIDTH UPLIFT(PLF)ANCHOR SPACING SHED WIDTH %1 X2 X3 TYPE PAD DIMENSIONS MAXMAK LOAD- MATERIAL (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH -LR¢Lab 2onr y
CO
CRETE BLOC 0 THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH)FOR ELEVATED FLOOR IEAo IaM
201-0" 400 1-G" 13'-8" 1'-10)' I'-10,)' 1'-103" 1 2'.8"X16' 1770LBS CEMENT AN SAND UA PORTIONS OF SHEDS ON LEVELING BLOCKS. noDR UNE tab ED,
260 3'-fi" 11'-B" 2'-e' 8'-4' - II 4".6'.15" 35MLOS CO CRETE BLOCK 0 TABLE 4A
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING-SINGLE WIDE %"RATING of WAus,FIDOR,ROOF WA
240 3-e 10'-O' 1'-7' B'-10" - III 18'.16• 395OLDS ABS PLASTIC PADS r1al-al
LW UPLIFT(PLF)END ANCHOR-'MAX.INTERIOR SPACING- W.DUE3 PER-No 1
iUMUIA10'-O' 200 3'-H3 B'-0' 0'-9' 6'-8' - N B'.B".i 6' 1900LB5 CO CR BLOC 0 9-NNE
PRaTECIIDN USAGE ND
ENT ANO SAND MIX 7.00 243 0'-0'To 3'-0' 1O'-0' NIRP.AJE EHO.iFA USAGE ND
8'-O' 160 3'�" 6'-0' 0'-10" 61" - •BASED ON 20DOPSF FOIL BEARING CAPACITY(2000PSF 19 7TPIGAI) MUARC WADE _DWI__
6.00 20B O-0'TO X-T 10'-0' REVISIONS
6'-0• 120 3'-0' 'VALUES ARE FROM END OF JOIST TO CENTERS OF(2)414' 1.HOOLLOW OR MUD CONCRETE BLOCKS(8'X6'.18')MAY BE STACNEO
SKES OILY.13'-8'WIDE SHEDS HAVE(4)SETS OF SHEDS. ON PADS FOR HIGH SETS UP TO 48'WITHOUT RUNFORCING. 6.00 174 O'-0"TO 3'-0' 10'-0' REV DESCRIPTION DATE BY
2 ASS PADS REQUIRED ON 11'-8'AND UV'5'WIDE SHEDS ONLY_
4.00 138 V-V TO S-O' 10'-O'
T BLE 3 3.00 104 C-0.7o a-0" 1o'-D'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B '
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD
SIDE RUNNER INTERIOR SIDE RUNNER 30"AUGER ANCHOR SPACING-DOUBLE WIDE
AD TMP& PAD PAO TYPE -------- -" SHED WIDTHLW' UPLIFT(PLo ENO ANCHOR'-MAX.INTERIOR SPACING...
SW/OW 4.16/332 If TO e' 6'-0• 1936tH I,II,III,OR N 1879LB I,It.III,OR RI-f.L1\1 L.LJ Cn p��"� MTB
20'-0" 1 10.00• 400 1 D-0'70 3'-0' W-0" p Datc
SW/OW 6.00/460 0'TO If e'-0' 25SELE I,II,III,OR IV 25681B I,II,III,OR •LOAD WIDTN OF UPLIFT ON RUNNER LLI 4/26/16 ,
SW OW 6.00 400 O'70 C fi'-0' 24DOLH I,0,III,OR IV 240018 I,II,III,ORI ••LOCATION FROM ENO WALL OF NMRAUGER ANCHOR = I
/ / APR M4 OMUM SPACING BE WFEII ANabRs (n N A
SW 4.00/32D O"TO 6" 6'-0' 2029LB I,II,IN,OR N 213318 I,II,III,OR 1. HDR SPAaNG I5 DFSICNTD AS PER ASCE-]. W ALL '
T.Lucie County,Permitting 2.ALL MEAEUREMENfS APE CENIEfl-TO-CU11Eq. GFNFRi NOTES
6•-0' SW 3.00/240 0'm 6' V-0" 156BLB I.U.III,OR IV IBBOLB I,II,III,OR 3,THE MINIMUM NUMBER OF ANCHORS PFA SHED IS(4).(1)ANCHOR PER EACIE CORNER. 1.FOUNDATION PANS ARE NOT PART OF THIS
•IDAO WIDTH OF UPLIFT ON RUNNER ADDITIONAL INTERIOR ANCHORS ARE REWIRED IF SPACING IS MORE THAN IV-0' � PUN SET AND ARE GOVERNED BY LOCAL
BETWEEN ANCHORS- matmIcnON.
ANCHORS SHALL BE ON SIDE WALLS UCEPT WHEN ME SHED 19 PLAM NOT TO AN 2 THIS BUILDING IS EXEMPT FROM THE FBC
1�PAD ♦SPAONG IS END TO CENTER OF PAD. EXISTING BUILDING:IN WHICH AN[IpRE CAN SE PLACED ON THE END WADS AS LLDSE W ENERGY CONSERVATION CODE PER SECTION
2.PAGE OVER IRAN ENO PADS SPAtlNG IS CENTER TO CENTER TO THE SIDE AS P059B1E. -) 1015.22.
3.USE EWE MAXIMUM SPACING FOR INRROR SPACING. m 3.REFER TO TIE-DOWN DETAILS FOR PROPER
::) INSTALLATION REQUIREMENTS TO MEET CODE I
O
0
2"X2'GALVANIZED WASHER J
GALVANIZED WASHER WITH I/2'NUf 1/1'THRPAOED ROD 0 .
WITH I/2'NuT OPTIONAL FOR'HIGH ET" NOTCH OR COUNTERENK BOLT Z
1/2'THREADED ROD EYES BOLTED 70GETNER WITH,/212' V)
OPIIONLL FOR THREADED
6EY BOLT k NUf WITH(2)25¢'OLLYAN05D THRU 214 BaDOM PLATE 1
1/2'CIUPfER _
WASHERS'(2DDalB SMEAR cwACIMWNk
TO 2'XBmPT es TE WuLm
1/116'(400 LB.)CONCRETE LIJ
1/2112'FORGED EWWLT KIN: WmcE ANCHOR IMOSLAB -_ MIN.
1HRU 314"P.7.BTTOM PLATE _ •(SEE TABLE 1 MR SPADING) -=- �ETES B LTEO TOGETHER WITH 1/251'BOLTWIDI(2)212'GLLVAN¢m TYPE I,B¢,OR N PAIL WmN1/253'(400 LB.) CRETE SLAB BY OTHERS THROUGH CONCRETE SLAB BY OTHERS THROUGH
WASH S(2.000lB SNE0.9 GPACIIY)• W BLACKING AS REQUIRED(EEE T 3). CONCRETE VA'(4M CUP OR EQUAL LOCAL CODES AND JURSDIMDN LOCAL COMES AND JURISDICTION Z 1
30'EARTH AWFA ANtlIOR (SEE TABLE,FOR SPAGNG) O 6/l/18 I .
(SEE
TABLE 4 FOR sPADNc)SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
TO PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE
M011hBW T.BoIdWIG P.E.
TIE-DOWN DETAILS FIDFmn uDDDRO 64x06
z She°t AD-1 OF 1
PSI APPROVAL 2018-01-18 Side Wall Header Schedule(1800) End Wall Header Schedule 180C
Ste{d) 0.tat.Spec IJJ[o} Fasteners w/o slap , _ ._- L'�
Building WidN (each elxtHc}
D4 I,�u1/MIAI RDDF sHEATHMe Fast�em wJ strap _ x
Size Plo 4 Ida �� 1-2Ts4' B-0" 0 1 refs
,�, Mex,Spen NJ{b} 1 ' a-2kayel va ues0ea r o m rum r. r
14'x4• 9-3'x 0.131'nails 9r a pmc 1
bkb•W2k4• G,NJ-Numbarotlackstuds mqufrad to suppod each end.a
B-0" 1 S-3•x0,131'ndls !—'+•i-'~'l^�•r"-
aF .Tabulated values are for No.2 gado SprucaP(ne-Fk lumber a Lod Oet
d.No Jack studs.but 2z6 studs IMd Eat. \ i � -
b.NJ-Number ef}ack studs reglired m support each end. 1 -
c.Window header for window openings that ha a more than 50°,6 combined sW d wall ahoe - t 1�-• _-:(' '
and below,otherwise use door hes derschedrle. '
d.Soo header dela!!.for allemde loyeds,1-2-2--4•or 4•x4•P-T.
e.The header can be attached to the tap plate and thus hoe the combined strength oP enoM.or CODE INFORMATION
egihWwa and use the maxlmum span stood. Co yvmON'
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END VJ TRUSS & DOORS 4"z4" W/2'x4" wa-Um aaimm
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-ALL 1MRING SHALL BE 14 CAGE 3-IIIRE MG CABM �•/
N Q -ENU3E W ALL METAL eaxEs. uuo sla -iars err.
SOURCE � �' - -•
DESIGN PRESSURES L WIRING DIAGRAM %.�:ro:r"�^ �+"PAnNG a wuJa nm+.xlxw wA
ROOF+2]9-B4.7 ROOF FRAMING PLAN (OPTIONAL) ''t"�''*.w•r_rn I Moo,Ila PER BBaaNp ,
AL15 OOOIS I{DO S+l2.5-291 ��aa�,nwani� II,u8rHJ1E PROIEeRON u51GE Mo
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