HomeMy WebLinkAboutEngineering FLA Mamintured Buii.&q Pica.ram
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roressic),f Cal Ta%4ha_xe. Flerv1a3C1399SU72
�h;r.s: WD 487.187i• Faxi 850.414 8426
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 MFr 113;Expiration Date:September 22,2019
Dear Alex Martens
It is my pleasure to inform you that Superior Sheds,Inc.,located at 2323 S.Volusta Ave,Orange
City,FL 32763,has been approved under the Manufactured Bulidings Program,as provided for
under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured
Buildings for installation in Florida.
Construction or modification an 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 installatipn 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 for online renewal.If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-4148436.
Please visit our website atv:<<t^.tic,',dzBrlit?i.c.orc to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building perm.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
t'Sl APHRUVA-C�0
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7HEO0RAECT
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jf rX4•eOfrOMPLATE PLATE G'W daarlOdeWSIN A.pdR and o1400sq.R arylrmkemuiwmpyt�i#ttlm O '
yi '� MPLATE SHED W/StdDATTACHEDANCHORED4. b,wmg4*03q•fLmI=ftrrdwbdsmeASCE7 mlmmcWswca..x
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SCALE:S)DEELEVAT(ONWITNDOOR581�(NN_DOW scAtet.r rxrooTmm ,WASH •Nur HEDDESIGN REQUIREMENTSFORTHE2o14FLORIDA BUILDING CODE"U,
Btd PLAre -
Ihareby L'sd'dy tlull havnrevietxtheee ptaDa afongwhh as buDdhtg end ednpnM',�usedfiEwr"••i.! � � -
8rwfaetuTbt9 of tha sheds.Thu rtletedal peel o'otitpmenb dNerhava D Fkdd.+'PtQ6041-1.�./4pP�aia�,`_,�,,
uGxd by the FTaidda Building ComjAsIm Rul gMa)mware anav-4,eiatP•L,.,•ra+e`
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a� OR HIGH SETSIFNECESSARY epvraClUred OWidtng'AwXend t7[11rs,sndtha20t1 N.EC.faraCO�&�r� P'x••"o9A"',':.�°.4_ o
3 T%4.80'I7'OM PLATE TXS•smE RAO. asum"CwNh ovAnd velocity of 180 M.P.H.is Semhd glagj •s "+": 0 u• ,. .,
i'x4.WIND eRAL'£(yPld COUPUNGIFNECESSARY pg,C16N(x4ITERIAhYArdCoiS "• ..
I URrDRNER811:8OR Xtr FOROEDEYETOLT Gt_NCTI F•HEt IX A tR ANCHOR BUUDIHOCATEGOAY- t qP�N tUyE . 4 ;
GREATER
,gr�jjOR STRAP SEE TABLE 4s or FOR SPACING BUILDING -ACCESS C1URE LOON DEAD LOAD•a PSF �" :nt}ohlt:'
FORGED EYEBOLTA HURRICANE SCALEN T CONSTRUCTTON.TYPE OOFU MLLLOA.D0 PS « i
FEWAILANC}i01i g .N g ANCHOR FASENTOGEINERVAtz)r py '•C' INTEANALPRE� E 6RC�HI'.µ0t8'r •n'F'•
BEE SIDE ELEVATION WITH DOORS&A'lOVWW DETAILS SmmeWASHERS,j'BOL`faHUr AY NDD VELOCRY ta0 myh :.p-'
FORINFOMATIONNOTSMOWN MEAN HEIGHr OARS a "n A_•.
yt^tD F�^ IFVAT7DN HURRICANEANCHOR ALLOWAFIREIRATING FF1OORs f •
BCAIE:•.P 'ENCLOS RE NIA '•'Fry .. .P
y ENCLOSURECLA531FNCgTON ENCLOSED.
PE t6`•h
PSI APPROV - -
" SETLI ANOINSTAf1ATONOFSINCaE WI°ESHE°
J"4-PLY SHEATHING ar of-01302
1.BUILDING PULED IN REOUES)FD LOCATONONSCMEDUlE40 PNC NALLOWFOR 0234202
j'4-PLY SHEATHING W/304 FELT &OSB BOARDW NOVENQIrT°pLIjMOPSgUARE UNRTO 110U5E FENCE.PROPER1YUryE ETC.' '09&2°+2
SHINGLE OR METAL ROOF 304 FELT 2ONCE UNR1350UAREAN07HEI0GK SPOTOFTNEGROUND IS FSdBLLSLIFD THE "032/.206,
P)2EFAB)'BUSSES 16'0/C BUILDING IB BLOCKED ONT+E HIGH 6POrAND[EYELID.THE ormaq END OFTHEauMWG
r PRE-FAB TRUSSES @ 16'O/C 4'XVP.T. ® IS BROUGHT UP TO LEVEL AND BLOCKED,THENVWCGmERCFTHE6LIUXNG IS BROUGHT
(TYP.)CONNECTED TO 4-X4- BEAM sa• (TYP.)CONNECT T04-X4-P.T. UKE
P TO LEVE,BLOCKED AND SHIMUED.
T-BEAM W!HS-24 SIMPSON
min. BEAM W1 HS-24 SIMPSON CLIPS 3 AFTER THEBUdDWM
G IS LEVELMORE BLOCK$ EADDEDTOAaBn
ENE1ECORREm
4'X 4'P.T.BEAM CLIPS 2'X4' OREOUNAIPNr SPACING.
4.ANCHOR PLACEMENT IS ESTABLISHED SYTHEW=OF MEBUADING.HOIESARE
BLOCKING IN- 'X 4'P.T.POST NOTCH ORULEDTHROUGH THETx4•BOIT°MPUTE WRNA r AUGER BRAND THE EYEBOLTIS
2'X4'JACKSTUD 4"X4"P.T.BEAM d4"X4' END WALL AROUND 2'X 6'FRAMING FASTENED INTO PUCE THEHOIE IS DUG FORA311•EARIMANCHORANO BACKRU.80.7HE.-'
P.T.POST CONNECTED WITH ENTRY DOOR EYESOLTAND ANCHOR ARE FASTENED WnHAt x BOLTAND Nur.
INSIDE WALL FOR (SEENOTE S) 6.IFTKE UNIT IS TO BE ATTACHED TO CONCRETE SVD THE BURPING 0 SET ONTHE
BC4Z SIMPSON POST CAPS
4'X4'BEAM OR EQUIVALENT CONCRETE LAB ECESLD SHINNEDIM JOIEVEL ST
-THEE EOL 6FRILLED WRNA HTHEROWU.
(SEEPOSTCONNECTION LST-0•min�f INT°CANCRA)E24 SPAP'ON CUP IS
ISTTNEVER THE
?WEDLS FASTEN ANCHO.At X 7 DOLT ,
DETAILS) I te'.0'm[L 4'X4'P.T. ANDPLATEAUSIS THEN/S&TONCUP6 PU EYEBOL ANDA-WFDGEM'CHORA�'XTBOi.T
BEAM AND NUT IS THEN USED TO A S ENTHEEVESF ORAUG 34 CHORSi CUP.
C42 SIMPSON POST CAPS GQiERN.NOTE9ASPE0FIGTONSFO6'&Mb.Cfl
FRONT ELEVATION ,. .�.. 0 9�°Thc.—gal�nOpm
4'X4'P.T. FreglNvalent TO FASTEN rmnmoxiwgxana pride oretimr,
4"X4'POSTNOTCH IN 2'X6'P.7.FLOOR JOIST@12'O!C OPTIONAL PORCH POST 4'X4'P.T.BEAM TO zIy•y.unu+n �� �g�derpy�a)� �P,rlaao 4.
UNDER DECKING) SCALE:P.11-01 4"X4"POST 3.AndmMuUh plan admmuy,me bmm pna aldewrayaaan
AROUND 2'X6'FRAMING raaol m,a,mC1"'L`ya Tepb2 RMnorbpntlng
FASTEN W/(2)A-35
SIMPSON CLIPS NOTCH 4°X P P.T.
OR EQUIVALENT POST
(SPE BOTTONNEW POST CONNECTION ISOMETRIC OPTIONAL PORCH FOR -
URGER PORCH)
1 w I I-- W.
COUNTRY INN MODEL SHEDS 2•XG'FLOORJOIS A-35SIMPSON dile NOTCHVX4"P-T. Vd.aammondaridalmrmm•r(z74.4.sd,my.ua'rdeaea.we(geemaraua:
SCALE N.T.S. OREGUIVMENT POST ECKING T'hle3 seRmL Foeeny P,dS" gF>Suglouoerma+Wms,o1..
E,4 Pad LU
2'XWFLOOR m + UU111 "
EXTERIOR STUDS 2°X 4' GIST
m@ 1L o�c BOTTOM VIEW POST z i�
CONNECTION UNDER 1. •p.inaHaaamam+�a1 e
PORCH POST GONNFrTION zPaaapmarm.n.napm pa LyHraNe m°mm > `— I
3.U•a.artM me•Imema 0
lMnmrnr.en F N
sAUE:N.Ta. DETAILS z '
VINYL SIDING OPTION �
NOTE2 WOOD PANELSIDING SCALE:NTS.
INTERIOR WALL STRUCTURAL BRACING
0.
SIDE WALLS d END WALLS FASTENERS FOR ATTACHING SIDING SHALL BE Lma.,ian on n.:w m a
ON-STAINING BOXSIDING OR CASING NAILSS.,."m on 2.Doo PSSaa Bearing C".c OX0 PSFI W)
, .
NOTE 1 BRACING MATERIAL �L-.
FOR PANELS}"(12.7Tnm)THICK OR LESS USE 6d � 1.xevoNm.00a odw.m aerlu m.yhaelaamd m pada mrNphada w m4s-aIm own;nravy.
SIMPLEX k COILED
OFNAIL(STORMBRACON CENTER ASTENED
NAILS AND Sd NAILS FOR THICKER PANELS. 'S9`r�3..Tn8uild0 TaWa4. �Archw-.---uT �•vM.AnCaaaa Fpm ewmesam,
0.120'X1 COILED ROOF NAIL@3'ON CENTER(EDGES) e PANEL SIDING APPLIED DIRECTLY TO STUDS, ••r••--a••.•�•+
AND 6"ON CENTER(FIELD) ° SPACED IN ACCORDANCE WITH THE SPAN +
CODE REVIEW a d
BRACING INSTALLATION RATING AND FASTENED WITH 6d GALVANIZED professional senora Tnd,.'Oos
STRUCTURAL SHEATHING SHALL EXT END CONTINUOUSLY FROM BOX NAILS OR EQUIVALENT,SPACED 6- 114873rd Stmer + m - ff E
TOP OF ROOF RIM MEMBERTO FLOOR JOIST RIM MEMBER WITH ALL (304.&nm)ON CENTER AT INTERMEDIATE Odend.,FTodda 32939 - - 8> r
Plan Rerieaer.W ILani E Naey,In TeNe4b Andm,my Sp.d,gdrAu4Y7 And,v FirAatye Woe Sbd+ o,s�3g
SHEATHING EDGES EXTENDING 9'MINIMUM OVER 2-NOMINAL LUMBER OF STUDS,IS AN ALTERNATIVE TO THE WOOD Icca81e5wo .,
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.BRACING SHALL STRUCTURAL PANEL SHEATHING La euowopFLSM4T9,ShiP31 RIM
BED E LOCATED AS CLOSE TO EACH CORNER OF THE BCONSTRUCTION SPECIFIED IN THE CODE FORUILDING AS POSSIBLE Approval Dam:aNlareau •In.d,•Hw m'nra.s 3F
AND RUN THE ENTIRE LENGTH OF THE BUILDING. WALL BRACING. •7ee.dan afeM,.,gvor.labenem
'••Andxr mtmnplea:3R N9em•]'.rar�Ar.,pan+m,b ha
4'ALUMINUMSIDING OR Mobile Home Door AN RR"�r�Isbvd anAscET+diahaaey vE.�Bua�,pE.po9.a•c
VINYL SIDING OPTION (Optional) 3 nlaminmimmr,ori rma01Ona,om11Brrmm�mrorm,r9n`
SHED SIDING OPTIONS NOTE3 COMPOSITE CONCRETE BOARD maneammHmm (1Ona®OO�mard•mamamlaa.m.pN
SCALE:H.Ts 4.Thomldm.n.dgdyCma Ax o+panalon mVl edhmama>sRr+�•u�m.naimbda
FIBER CEMENT PANEL CAN BE INSTALLED aAna,m.aloe lrona'eldeardta rAan al,edHp>arAnmlmanmRmq mAdna.m
Paco m,4,id
2•ATES(B THSMEB) DIRECTLY ON BRACEDWIOODSTUDS RMALN.nala!aonLa vay..d®rapaasea.mMegwaT..
PUTTS(60THs1OEs) CONSTRUCTION SPACED AT A MAXIMUM OF 24'
1 o.an m Teo sva ao mmpHrom.W 4,om.dehh amaamd DQ FL stih,a
OIG CORROSION RESISTANT FASTENERS,SUCH 2.A6 buBd eeorr,oayhm40� Rarlmvmh m..ad dor>ymmaan,.o a,n„µe,m
dacr o mmmanpm
$�.
2'x4'CONSmuC1OH AS HOT-DIPPED GALVANIZED NAILS ARE SAU �h ,aaLeoruml pap��rulsart.or�mrmlmtovngT•wm
.FI CUTLET RECOMMENDED.FASTEN PANELS A MAXIMUM 6- 4.NIwB oa ILL.min,"�e®i'd3-•mer�'ve'""O"arc�As m�,-0da5aim„dviat
67h1i pmLwade+kr,ad Par6rB FBG F a+dh ASCE7.10 d
O/C ON ALL PANELS HORIZONTAL AND VERTICAL S.Fmmn.n mrma.af dorm shag I>a smaGRasdp meal m+•.ma6e+:ana armanm
4'uLImNUNLAPSIDWGON N �' EDGES.POSITION FASTENERS AT INTERMEDIATE Ire9.1s+T'v c
AlFRONr,6ALUNMUM OOIXi SNW L FRAMING NO GREATER THAN I2"O/C.FASTEN AT T.d,er„mlw'e°d vca°(°mas �Holaa�Y2.J z�
ON BACK REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE m
All STUD LOCATIONS. SHED DESIGN RE
oPTI0Nu1NOOF Fa.A�c FABTEN scHmuLEs I hereby certify that I have review these plans along with all building material and V
Hoon corWOCO AM WIRING DIAGRAM ,2ag
su-TRUC (OPSnCO�N�ALTEi��LE�CIA C m components used in the manufacturing of the'sheds.The material and UI m,
ALVl AOWT'SEMCCIaLE components either have a Florida Product Approval as required L)y,,Jh��ddmitf6.:d; '� Q
DETAILf 14GA3YAaEENaLSE IN ALL
Buildin Commission Ruie 9N3 or were anal- dusfn the ueAf SLY $
PERAIA-TILE PANELS METALSOXES. g (_ ) Y� g. .`.✓_5,°`Ti
FASTENERS NO.10-16 217 HEX HEAD All materials and COrrLponegW comply with the 2014 Florida guild ing,(1gda,Jhe"q'
WT30UTIT6LVRHEPDMWASNER Florida Manufactured Building Act and•RLites,and the 20['1
Ona°°pda° DETAIL2 FASTENERS NO.IOX1( m Category 1:Enclosed Building,Exposure'C'wigiawinrivJdchgf'
FREE NIB MASTER-RIB N'OODDINDERWIEPON r
p EL WASHERS 180 M.P.H.(3 second gust) •:;• '•c ., Q,�
D cl-N PR etCIIRF
FASTENING PATTERNS �� DESIGN CRITERIA. FLOOR WELOAO.T6pSF -Alehi'N'lad FolFalS.aa
FUDGE FASICA B 6DINGTI TYPE ACCESSORY OPTRINALFLOOR IDA°n125 P5F ahmt2
BUILDINOCATEGURY STICTURE FL, I AEAD LOAD.B PSF
SCREW FASTENERS-EAVE,WOG$eFNOWALL CONSTRUCTONTTPE VB RRCOF -OOF DDEADLLOAD9 PPSF
SFEXP • d2'
WIND
VELOOCITY 1e°HPIL wrERNALPRESSLAULFOEMOD T+f 019 e•�J
~per SCREW FASIENERs-INTERN TATE mPOms arte'v NEANHFJGM 8MFr. -
ALLqEOqWAABLE!OFFLOORS 1 i 3.
RENCLVL EGCLVSSAnON ENCLOSED +.•r�•,q