HomeMy WebLinkAboutEngineering t7.�s• cW49a' =0IE-I-ate MY.
A."r� _ S + ZA
SSI
«Gf'�.a•f��.?'•.': fn'lM•M4Va14v'3• P'�#s L�7Fs'"S+ffl•2+F
.z
+r
October 14,2033
Alex MartenF
Superior sheds,Ircc-
232S S.Votusla Ave
Orange City,FL 32763
RE:Manufacturer GeK3n'c3ticri,ID MFr-:L13; Expiration.Date:October 14,203.6
Dear Alm 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 currant Florida Building Code. YourThird hird Party_
Agency ts•a contrardor for the Department and has statutory authority and respons-INI-ttles that
must be met to maintain approvied status,You may expect and demand quality pians review and
Inspections.
F Each code change will make your plans obsolete until they have been reviewed,approved and
Indicated[on the cover page of the pians]for compliance with the Code by yourThird.Party Agency
for pians review.Please ensure that your plans are in campilance and are property posted on our
website.All site-miated installation issuei are subject to the local authority having jurisdiction.
The Department's contractor viti 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 cedffication is approved,cor three-years from this date.You will receive a renewal notice by
email generated by the 8aS(rm_&JlcftJdabultdina_ora)for online renewal.If you have questions
you may contact Robert Uorerz-o at BSO-717-1835 or our FAX at 850-414-8435:
please visit our website at ww•rr.Zoridabuildina.ore to see valuable information on the Florida
Manufactured Buildings Program-A copy of this letter must accompany applications for local
•building penal.;.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
PSI APPROVAL 2014-04-24
T I-vadce TION OF SINGIE WIPE SHED
}"4-plyshealhing W/309fell 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDUM40 FVC TOALLUNFOR
r 1'X4'BRIOGLVO "Tx4-BRIDGING@TOPOF 5� 'x'4*611hrVe MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERIYLNE,ETC.
WALL NAILER(TYP.) 'x4'header 1'X 4-TUFF TRIn1 FASCIA TW 0.024 2,ONCE UNIT IS SQUAREANO THE HIGH SPOT OF THE GROUND 1S ESTABLISHED THE
Aflami Daae epprovd ALUMINUMORWGA.STEELDRIP BUILDING IS BLOCKED ON THE HIGH SPdTAND LEVELED.THe OTHER END OFTHE BUILDIN
2'X4'COLLARTL THRE T-108 MIN ROOF,PERMA-71LE, .1. EDGE IS BROUGHTUPTO LEVELAND BLOCKED,THEN THE CENTEROPTHEBU.7DINGISBR000h
MASTER RIB(ADVANTAGE),STEEL ROOFING, 2'x x 5'(41Tok)aomactor Arch UPTO LEVEL,BLOCKED AND SHMWED,
OR OLL FORM ALUMINUM ROOF. 4'sbWs plates 6oN sides 3.AFIER THE BUILDING IS LEVEL MORE BLOCKS AREADDEO TOACHIEVE.VE CORRECT
1'%4'TUFF TRIM FASCIA WI OD2q 16'OIC 3"x 5'MfTek SPACING.
PORCH(OPHONAL) (IYP.) 4.ANCHORPLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING.HOLES ARE
SEE PAGE ALUMINUM OR 28 GA.STEEL DRIP connector pial.
EDGE 2'X 4'bbW. DRILLED THROUGH THE2'X4'BOTTOM PLATE WITH Ai'AUGER BIT AND THE EYEBOLTIS
FASTENED INTO PLACE.THE HOLE IS DUG FORA30-EARTH ANCHOR AND SACKFILLEO.TNE
.k PLYBOARD 2'X4"bridging@top of 3 9 verhan EYEBOLT AND ANCHOR ARE FASTFNEDWITH A11'X 2'BOLT AND NUT.
SHEATHING wall nailer(typ) 5.lFTHEUNrr ISTOBEATTACHEDTDCONCREIESLAS THE BURUNGSISSETONT)IE
W13011 IF (Iyp•) CONCRETE SLAB AND SH%WED UP TO LEVEL AI-HOLE IS DRILLED WITH AHAMMER DRILL
4" a anchor '2'x 4'600om plata INTO CONCRETE SLAB 1 k OFF RUM JOIST,THE EYEBOLT IS FASTEN THROUGH THE aOTrox
SEE WALLANCH d.tsits - bagni
2•xF f-I g 2'x 4'stud PLATE AND(A)A-24 SIMPSON CUPiS PLACED OVER THE P WEDGE ANCHORAI'X 2'801.7
Mobile
4'x 4'ground wntacl Ud. AND NUT IS THEN FASTEN THROUGH THE EYEBOLT AND A-24 SIMPSON CLIP.
Home Door }-varies see Amner placement fordetails bible 2-1 P.LsB.IF NO FLOOR BUILDING IS USED ANCHOR WITH i X3•-WEOGE ANCHOR CENTERED
-----M O G Foul&2•svasher BETWEEN EVERWALL STUD.
(op anal) ENO ELEVATION FOUR SKIDS MODEL bottom p(a, See Wall anchor delal for l.Bulfd'uyaMhorschallba•mobile homa•type00 straWboRK eye anchor
sr le:I•=1•
}Pyhoa LSTA-18 sire manvfacWrd by Home Pride ofer[s(oI,VA The aveagp hdldngpowar
ca!
` For ln(otma8on not shown see endMavadarlw/da« 2'z6'sTderz P rrs nob sz Nan 4,90Wt.
2.Mchor�n8 system to ground perlawibuedigq code{by doe?«)Lac'oanMM
eyebolt andenchorbdled perTAfe4.
I 7 3.A Jwm shall be placed 0 9h'Na bolt-pla:o and Gaor system.
T (2)T Zc lialx2'bolt a nuts Shed Anchorfho,00 to
)F,�,PA�E2 FOR SIDING OPTIONS T%4'bWdd � •g� 2 Tx�T palvanhdwashers 7ade1 concreteda5 Tablet Runner Spacing
lnfdmmrian y(?.)2'x4'haad-W(2) 4•x4-skid.1 •-W a 73'A• I. t0• •-11' 8-1•
Sr �ToBuildOn ISOMETRIC OF SHED .G'p.Ldwbuka HS-24abnpson 'x z•br9dayelo8 1 �_ _ =
r.,a".m.c�..nsa•a(On ea ch side non-bad - - _
SCALE:.N.TS DOORS bearing when garage ..do p tYpa 1,11,«Illpd e F -
CODEREVIEW (see gene nota ,q deorinsta0ed' "Values troth end of st to canter o!{2 4xd suds only.IT4i'vdde stxdshme(4)setsoI#ds.
7•X4'Y/ALL STUD 7.,3,a 4 PDo L(WW ne p rIg ForSingfa«Double Wde Sheds,
Pmlasslonar Servicaladustries ) Tab1c3 Su dFooO Pads a�
i74a 37rd Street HURRICANE ANCHORS(TYP.) 84' 30'eugeronchor w '
vales double emhestorgareg. 24" m e e a I e uPad nnZT;ar nennr r e unser
Orlando,Florida 72639 91MPSON I.STA-18 W/10.100 NAILS max,do« '� ¢e ac End Pad Pad
Plan Ren-t:.William E.Nvary.01 m ,
mfn. -0
ICC
05 35040 2'X4'BOTTO,II PLA gaa9a doors'an '
LA 0000409 opLbn•r '-0' S S or 7 1«II
FLS
SMP-Sl ]'T&G PLY80ARD WN fi« «1
or «
2'X 6'SIDE RAIL sea wall arrdlar hof h CS' T-0' Notes:
delal. 1.Pad spacing Is end to eanterof pad
2'�• WALL ANCHOR DETAIL 2.Pads onermanendpadspadngiscerdertoaamer
TYPIC AL WALL SECTION 3.Usesamemadmumsp. grorrnlxr[or-mrs-
t-+fryP.I�-40•AIAxLENGTH SCALE.N.TS END ELEVATION DOOR scale:2-T .=r e s ax. - aero
2'x ft w.g(typ.) 'x mnerete .I cement sand mu:
X aonneclions at z•xs'p.r-naor)dsls ani TWO SKID MODEL 4- -
4-x4-p.L mm�er connecledwMS24 'scale:'=P ig 6 BB as as
[2_.
simPsenctips(typ.) Load sed g on money
Based ori 2,OOtr PSFsoil Bearing Capaary(2,000 PSF ts typ.)
4•x4'RUNNERS OUTSIDEWIDTHS Asphalt Shingles Wi Dade County Notes:(2)axlamnnersrequirdon 6',B'tri,tt•a•,«13'A• I Approval Fasten er MFC.S eCS. 1.Hdfow yrsdd rnnaela blocks mayba stacked on padsbrhrgnsets up m48•wiN outminfanirg.
I3'-8•widasheds. Ip p 2:ABS pad requl,W on ll'A'a 1S-8'vride b0dgsm)y
orperma-lileoradvantagesteel Tabb4a AmhoiSpacirgofAugurTypoMchorsF«SWaVdoShads
_ 6'plale requBedf«sheds _
- - - - over i6•in fenglh panels or roll form alu)nfnirm
w tj OPTIONAL 125 PSF FLOOR LOAD led n Mc. acne yr
aa)msI spadny,qts to gue a 4'x 4"header.
-0'lo
gu 11mpeaPly-buartwraadsonal4•x4• Fastenw/(2)TP-35 09• '4 1'A'1o3' - 1
HHHHcenter'
3"X5'MTek eORneCIOf hales Simpson Gip and899 Table 4b Mchodng spavin orAu n Mc nor For ooubroWkfe Sheds
N 2'x4'boltvm Ip ata(Av.) both sides 10 required P nails ALT RNAT HEAD R a. a ...r ax error cn
F .ONN CTION ,_o.a
ell.-.d scaly.
.P
=Y •Load width on runner
FLOOR FRAMING PLAN #"X 12'Eyebolt fasten to "gLocatko of end auger or ebb aaidlor
.SCALE' A-245Im son chi w/i'3" 2-i2•SgUare Galy_steel'ANCHOR NOTEShcr spacing examples:30'Augv«I'x3''oxDansion batt
P p 2 1-And-pacingisbascdon ASCE?-100 Cal Ory l:Endosd Bu ndng'Expos«e•C.
WINDOW&DOOR HEADER bolt&nut&(2)2"flat &Sher& nut yg1i measuremer:tabove aro .inert canterW _
16' 4'X4'wl2 TP-35Srm 3.Tho Mntmum numb«danc�orhs(4).On.I IM erorshd farzhdslessm?ei�g9ht than the r-tmum-
psanCGps' washers 4.Th.minimum riga distance[of expansion bolts ls8damalersor5'rorl'expanslonbvlk
byp rx4 anaera x4 Haider SIN WIDE ARCH
S.Mchernshan bean side walls oxceplwhen shed Is piaceneAto aners6ngbu0dng.Inwh7T raseanct n
2•X 4'BRIDGING®TOP.OF WALL sral.4-1, A•2451mpson C6 can Cvpiaci on and wall as close as possible to sidewaus.
NAILER P,) p GENERAL NOTES:
'IIT' (TY (8704upldawr(l) 1.AD bundmgs from O sq.IL(a 720 sq.it.am.xempLlrom wind-bomadobds rmpecl slandan!perFloddo Blames
1'X4•BRACING g22'X4•P.7.FRAME(TYP.) Concrete Slab by others Y.3'WedgeAndmr 2.cit buifdn0s from 0 sq;ft.to 400 sq.ft.br use with one and two hmily mskl--ata eacmpt feat door Wight
ArS 7� L
16'To 24• Local Code&'urisdicgon regalram.n�Det Fc.x 12}•X OUGHOPENING ) 3.All commercial bundinBs os well as residen8af bulldogs 401 sq.R orgmaterinusleomplywiNNe6'A•door
apply height and Ne min.ed max.,WdN requirements.REMOVE I2(•OF P.Y.BOTTOM g r` 4.All bulldogs 400 sq.R«less with 7T do«Ts'ghl areascessadasbres?denOalsWcta s.
2•X''BOTTOM PLATE pLA7E 4"MIN. S.This plan wa.tbsfgnd perlhaFBG,FBCRaM AGCE7-f0
6.Fasteners for roof and warts shall be SmtseTmGdp metal mwood las:niers and shall be 9-15 X 1""equal,
BOTTOM PLATE SHED W/SKID ATTACHED ANCHORED . vlink•(k11N.)NreadpenetriUm[TYP.)
WALL ARCHOR ;'PLYBOARO
TO CONCRETE 7.Gutters to fnstaL•d on site by others through local codes.
~sa r DErats z x6 s1oERNL swb:T=r SHED DESIGN REQUIREMENTS FOR THE
12"HYDROVENT DETAILS 2010 FLORIDA BUILDING CODE
SIDE ELEVATION WITH DOORS&WINDOW z•%2•SOUAREffeW,�TFEL t I hereby certify that I have reviewed these Tans along with all buildin mate als and
SCALE 1•=s Y ty P 9 9. ('
t6 SCALE: 1 PLATE BOTTOM WASHER&I'NUT - ,• -•);, components used in the manufacturing of the sheds.The maler)91s'arld cgmponenis
w ryp . either have a Florida Product Approval as required b the Florida Building Colnmisstor
2'X4'BRIOGING@TOP OF WALL T T&G PP q Y 9
NAILER(TYP.) PLYBOARD -xli Rule(9N-3)or were analyzed using the Thn Stress Design..All IDatedala add
1'X 4'BRACINGcomponents comply With the 2010 Florida Building Code,the Florida.Marrufaclurecl
'THREADED ROD FOR LEVEL Building Act and Rules,and the 2011 N.E.C.fora Calegory,1:Enclosed Building,
OR HIGH SETS IF NECESSARY Lralrt WSndrarca
Exposure'G%With a wind velocity of 180 m.p.h.(3 sec-0nd gust)
2'X 4•BOTTOM PLATE T X 6'SIDE RNL
1'X 4'VANO BRACE(lyp.)at I'COUPLING IF NECESSARY DESIGN PRESSURE
1 OUR CORNERS II'$'OR _ DESIGN CRITERIA FLOOR LNELOAD�75PSF 2
GREATER ANCHORSTRAP )'X 12•FORGED EYEBOLT SIN H IXA RAN .HDR FLOOR DEADLOAD=BPSF r
SEETABLE4a«4b FOR SPACING UILDiNGCATEGORY 1 ROOF CNE LOAD=z0 p5F
DETAILS FORGED EYE80178 HURRICANE SCALE N.TS UILDINGTYPE ACCESSORY STRUCTURE ROOF DEAD LOAD=6PSF
EEWALLANCHOR SCALE:H.T.S. ANCHOR FASTEN.TOGEZHERW!(2)T ONSTRUCTIOY TYPE. VB INTERNAL PRESSURE COEFFICIENT=d-0.74
SEE SIDE ELEVATION Wrn DOORS&WINDOW DETAILS SQUAREWASHERS,k BOLT&NUT
EXPOSURE CC
FOR I,VFO.MATION NOT SHOWN WINOVELOcnY 1sOkt.P.H..
Or n1FAHEIGHT' 9.858
SID VATfON ALLOVNIRESO OF FLOORS 1
SCALE:j-1' Agency Plan#SSI.2222 PSI R1,Construction Type V-B, Occupancy Storage,Allowable floors 1,Wind Velocity 180 mph Exp C, FINERAHRG wA Fran. a r.P.E.
ENCLOSURE CLASSIFICATION ENCLGSEO rrj 6
Floor Load Live-T5 psf,Floor Load Dead-8 psf,Roof Load Live 20 psf,Roof Load Dead 5 psf,"R"Rating of Floor-Wall.Roof 0,0,0
PSI APPROVAL 2014-04-24
i SET UP AND INSTALLATION OF SINGLE WIDE SHED
`4-PLY SHEATHING W/ 1.BUILDIN61S PLACED INREQUESTED.LOCATION ON SCHEDULE 40"CTO ALLOW FOR
"
4-PLY SHEATHING W/301!FELT 3011 FELT MOVEMENT TO PLUM OR SQUAREUNITTO HOUSy FENCE,PROPERTY LINE ETC.
SHINGLE OR METAL ROOF 2,ONCE UNIT IS SQUARE AND THE HIGH SPOTOF THE GROUND IS ESTABLISHEDTHE
PRE-FAB TRUSSES @ 16"O/C PRE-FAB TRUSSES DQ 16'01C BUILDING IS BLOCKED,ON THE H16H SPOTAND LEVELED.THEOTNER ENOOFTHE eUILOIN
4".X 4"P.T. - IS BROUGHT UP TO LEVELAND BLOCKED,THEN THE CENTEROFTHE BUILDING IS BROUGh
(TYP.)CONNECTED TO4"X4" BEAM sa (TYP.jCONNECT TO41X4'P.T" UPTOLEVELBLOCKED AND SHIMMED,
T.BEAMWIH$-24SIMPSON riaz BEAM WI HS-24SIMPSON CLIPS 3.AFTERTHEBUILDINGISLEVEL6tOREBLOCKSAREADDEDTOACHIEVETHECORRECT
4'X 4•.P.T.BEAM 2O X •
CLIPS BLOCKK ING 4"X4'P.T.POST NOTCH 4.ANCH 9.ANCHOR PLACENEWIS ESTABLISHED BYIHEYADTH OFTHEBUILOING.HOLESARE
AROUND 2-X64FRAMING DFIRLEOTHROUGH THE2-X4'BOTTOM PiATEWPHAl-AUGER BRANDTHEEYEBOLTIS .
2'X 4"JACK STUD 4'X4"P.T:BEAM'&4X4" FASTENED INTO PLACE.THE HOLE IS DUG FOR430'EARTH ANCHORAND BACKFILLED.THE
P.T.POST CONNECTED WITH oodps EYEBOLTAND ANCHOR ARE FASTENED WRH Al-X 2•BOLTANO Nu T.
INSIDE WALL FORPOSsea nota 2,3,Q4) 5.IF THE UNIT IS TO BE ATTACHED TO CONCRETE SIABTHEBUKDwO IB SETONTHE
POST 4"X 4'BEAM BC4Z SIMPSON CONCRETE SLAB AND SHIMMED UPTO LEVEL Al'HOLE IS DRILLED WIEHA HAMMERDRILL
(EEEILS) NNECTON W-0-rmn...J IWO CONCRETESLAS t I'OFFRIMJOIST.THE EYEBOLT IS FASTEN THROVGHTHEeOTmS
DETAILS) 1 48'-0'maxi 4".)C 4'PT, PLATEAND(A)A-24 SIMPSON CLIPISPLACED OV RTHE l'WEDGEANCHO.Al-XV BOLT
BEAM A�NDD NUT ISTHLOOR BU USED
FASTENUSEDTHE EYEBOLERWITH A3•V/EOGEdPIJONCUCH9R ENTERED
FRONT ELEVATION ff�:Ctl SIMPSON POST BETWEEN EVERWALLSTUD.
OPTIONAL PORCH 4'X 4'P,T. CAPS TO FASTEN 7 B..T GENERAL NOTES&SPECIFICATIONSFORAUGERACHORS
SCALE f-=1'-0'
4"X4'POST NOTCH IN 2"X6"FLOOR BLOCKING POST 4"X4"P.T.BEAM TO R92mlicteshall
AROUND 2'X 6"FRAMING UNDER DECKING(6bemobilehomel�yPa87osga ueyoanchor
manufactured by HomePrida of Bdsbl,VA.The average holGrg power
12"OIC 4"X4'POST lsngrl9s�es4th 4S0 V
FASTEN 2.Anc a ystemloground periocei bqudtng code.(bydealer)Laraleanrhas
SIMPSOW/(IPS' NOTCH4"X4"P.T. 3.Amhasshanb°plac°d h'mebottom bandeoors tern
SIMPSON,CLIPS POST Tablet Sed<eele sis to Teble2 Runnar5padng,
(SEE BOTTOM VIEW POSTCQNNEMON
UNDERPORCH) ISOMETRIC OPTIONAL PORCH FOR
343• 1•-t0 g 11'
LF
COUNTRY INN MODEL SHEDS 2'X6"FLOORJOIS A-35SIMPSONCLIP NOTCH4"X4'P.T. lir ' a -1 -
SCALE:N.T.S. POST DECKING Valuesrmmenddjostlocanterof(2)4x4skids only,l3'$'ppAAddshdshave(4/sasdsktds.r
'TaMa3 SuppurtFaoOng Pad Spacing Far Sing leorDOublalYdeSheds.
Agency Plan ik SSI-2222 PSI R1,Construction Type V-B, Occupancy Storage,Allowable floors 1,Wind Velocity 180 mph EXP C, 2'X G FLOOR a:rn a
Floor Load Live-T5 psf,Floor Load Dead-B psf,Roof Load Live 20 psf,Roof Load Dead 5 psf,"R"Rating of Floor-Wall-Roof 0,0,0 s ,1 End Pad ° i°4Y Pad °
DIST nr
4.s r-0 or w
BOTTOM VIEW POST 34J a I11 g
w
rJ44 aend ° l
39
CONNECTION UNDER
POST CONNECTION 1aPa71 spcing fz Wcentardpad
2.Pads olhat granend
EXTERIOR STUDS 2•X 4' PORCH DETAILS 3.Use same sppaa�ng is ceritab��lla
mmpadaximuspacing lwtnledwruralers.
SCALE:N,TS. menswrtMax. oaa'• Material
112 @ 16'01C ECALE N.T.S. a x x s come a oc ua cernen ma
II
will asiq
Load w
'•Based oilli on mrmer
' n 2,000 PEF Soil Beading Capadt112,000 PSF Is Hyp.)
WOOD PANEL SIDING Net.:
I.Hollow or solid cometo blocks may beMaded oa Pads Iwhigh sets up Io4B•WIli oW minfadrg,
VINYL SIDING OPTION 2.ABs pad required on t r-B•&13•-8'w-de bw'dmgs any'.
FASTENERS FOR ATTACHING SIDING SHALL BE Tablo4a Anchor Spacing orAugbrTypeAnchomFcrSBgfoWd°Sheds
EXTERIOR WALL STRUCTURAL BRACING ON-STAINING BOX,SIDING OR CASING NAILS.
SIDE WALLS&END WALLS r n AR a x.n or n
FOR PANELS "(12.7mmJ THICK OR LESS USE 6d - e
BRACING MATERIAL NAILS AND 8d NAILS FOR THICKER PANELS. s o D m3-0
SIMPLEX THERMO-PLY(STORMBRACE)FASTENED WITH PANEL SIDING APPLIED DIRECTLY TO STUDS, 500-
0.120'X 1 I"COILED ROOF NAIL Q WON CENTER(EDGES) SPACED IN ACCORDANCE WITH THE SPAN Tablo4b Anchoring Spadmg orAugerTypo AnchorForDouble Wide Sheds
o RATING AND FASTENED WITH 6d GALVANIZED o ar
AND 6'ON CENTER(FIELD) ize ax.me w n ••
BRACING INSTALLATION BOX NAILS OR EQUIVALENT,SPACED 6- -0 to• s-o•
(304.Binrn)ONCEN7ERATINTERMEDIA7E •tnadwfdihommrner •'Lora Yon of end sugarwslabandar
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROM ''Anchor spacing examples:30•augerw r x2;expanstan bdb.
STUDS,.IS AN ALTERNATIVE TO THE WOOD ANCHOR NOTES
TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL 1.AnNorspanng)s based on ASCE 7.10 fora calegoryl:Enclosed BuBdirg Exposue'C
STRUCTURAL PANEL SHEATHING 2.All measurement above are center b wnlerofendars.
SHEATHING EDGES EXTENDING}'MINIMUM OVER 2'NOMINAL LUMBER OF 3.The minimum number of anchor is(4).One 0 each comer of shed,for sheds less in LMbt than the maAmum.
CONSTRUCTION SPECIFIED IN THE CODE FOR 4.Tho minimum edge distance fw expansion bogs b 8 diameters d 5'for,'ex anslori bd's.
THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.BRACING SHALL WALL BRACING. 6.Anchor shall be on sldo wags except when shed is pface next toan flUng building.Nvrtdch rass awm twcan
BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSIBLE bo ceonandwallascloseazpossblelosWawaga.
AND RUN THE ENTIRE LENGTH OF THE BUILDING, Mobile Home Door t.All buildings kom0sq.ft.to720sq emexemvihoinlrind-bomedobdsslandardpwFlorklasratutes.
4'ALUMINUMSIDING OR (optional) 2.Allbuildingrmm0sq.fLIo400aq.fLforuse ihaneand two bolymsklencesamexempthorndoor height
requlremenb Per PBC.
VINYL SIDING OPTION SHED SIDING OPTIONS 4heirtmelda1rm.6ndmaiviltas6quTro0a16uild'uga401sq.Rwgmatwmusloomplyvd'hthe68'door
hNgAland the min.end rinsv lh i72ud nxvLfg..
4.Thbuildings 40asq.eortassvFBT2'clow heightam CE7.10 brealden6alsWctums.
SCALE:N Ts. COMPOSITE CONCRETE BOARD 5.This Plan was designed per the PBC,FBCR and IheASCE 7-10
6.Faslereas barroorand wart.sha!I be ScobgTruGrip metal lawcod fasteners and shag
l6'FIBER CEMENT PANEL CAN BE INSTALLED be 9-15x i'ur equal,orf t' on.)threaphmctlon(hpy
DIRECTLY 014 BRACED WOOD STUDS ZGuben;tolnslalladtmsib Ihersa modes.
CONSTRUCTION SPACED AT A MAXIMUM OF 24' SHED DESIGN REQUIREMENTS FOR THE 2010 FLORIDA BUILDING CODE
3•X S MsTek CONNECTOR O/C.CORROSION RESISTANT FASTENERS,SUCH I hereby certify that I have reviewed these plans along with all building materials and
PLATES(BOTH SIDES) AS HOT-DIPPED GALVANIZED NAILS ARE components used in the manufacturing of the shed.The materials and components
RECOMMENDED.FASTEN PANELS A MAXIMUM 6' either have a Florida Product Approval as required by the Florida Building Commission
O/C ON ALL PANELS HORIZONTAL AND VERTICAL RUIe(8N-3)or were analyzed using the V'it Stress Design.All materials and.
2•x4•CONSTRUCTION EDGES.POSITION FASTENERS AT INTERMEDIATE components comply with the 2010 Florida Building Code,the Florida Manufactured
G.F.I.OUTLET FRAMING NO GREATER THAN 12'01C.FASTEN AT Building Ac(and:Rules,and the 2011 N.E.C.for a Category 1:Ericloged Suitd'iitg,i
4-ALUMINUM LAP SIDING ON N ® ALL STUD LOCATIONS. _ Exposure'C",with aw)Rd velocity of 180 m.p.h.(3 second gust) '
FRONT.&ALUMINUM DOOR SKIN 7nfdrmoJinrt
oNeacK L 1 z__`7'oBvildOn DESIGN CRITERIA MainV6dForce Hashing 5jsbms
BUILDING TYPE ACCESSORY STRUCTURE DESIGN PRESSURE !
BUILDING CATEGORY t FLOOR LIVF LOAD=T5 pgF 2 1�
CODE REVIEW CONSTRUCT10(TYPE VB '
OPTIONAL WOOD FRAl.IE Pro/essfonel servtca Industrtas EXPOSURE C FRLpOpOFRLIOyEEADOLpOpAD�=p PPSF /
DOOR CONSTRUCTION G WIRING DIAGRAM }74873rd Slrcer WIND VELOCITY 180 hLPJi ROOF DEAD LOAD=SPEP /
SCALE N.is (OPTIONAL ELECTRIC) Orlando,Florida 32878 MEAN HEIGHT 8.851L INTERNAL PRESSURE COEFFICIENT 41-0.1
SCALE:NT.S
FW P. LLOWABLE#OF FLOORS 1
av'u-:sr.William E Henri,
ALL WIRING SHALL BE SIC CABLE ICC:5185070 IRE RATING WA
14GA.3WIREENCASE IN ALL LA OU00408 ENCLOSURE CLASSIFICATION ENCLOSED
METALBOXES.
FL E'uiH9,SaiPs1
F• k Loh L.P.E.
P riUlfs