857 Amberjack Ln 2014 shed (2) PSI APPROVAL 2014-04-24
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i
1'x4'b &tg alvmirlumeave t (2)2X4SPAIceheaders and(2)2x8
SEi UP AND INSTALLATION OF SINGLE WIDE SHED
(wind bracing) 2 2x6 1 door bucksadded-}-varies--L 6 P•LPlAo each SWOnWload boating i.fttOINGISPLACEOWREOVESTEOt nOtrONSCWOW_40PVC7OAMOVrFoR EL4£irTTOPLUIICFSOVARE 02-03-2012
() P•• "double
%ilen garage door installed UNIT 70House.FIWCC PROPERTY ONE,ETC,2•x4• Tuminum roof when garage dear Instalyd arches for gang¢doors 2.ONCE UNIT 0 SQUARE M'D THE H:GHSpQyOF THE OROMO13ESTABLISHED THE!OVIL0a1G IS BLOCKED ONTHENteFi 02.272p12
dootsaes 3'xb'(Mitak) SPOT ANDLEVEtEO.THEOTHERENOOFTHE8U.,LojNOisSROtrgirLIP10LEVELANOSLOCKEO,TNENTHEaNIEROF 03'1-2012
COM0CI0fplataHEeUILOMtS*0PrcnTeoTO LEVEL,8L0[KEOAh'OSMWAE0. 03.14.20f2
lxdbddgrlly(lyp. min. max, 3AFTERTHEBURpNOISLEVELMOREBLOCKSARBAWEDTOACHIE'VETMCOMOTSPACVIG.
4.MC110R PtACEJAEN7 kS ESTAatISIIE08YTHE VrIDTH OF ltIE BuiLOfliG.HCLESARE ORlLLEO TtiRf%}OH TFtE Z'X 4'(Wind bt ng) `v9 6-67-DArch Ootall for press P13tes BOTTOM PWElylntA j•AUGER BR AHO THE EYESOLT IS FASTENED WOFLACE.THE Me IS OW FORA30•EARTH
DOORS X4-b1cciling scale•nl.s. ANCHORANO ACKFILLFA,IRS EYESOLTANOANC11ORARE FASTEt.E04NTHA XT80LTM0NvLCRETE __openi (5e¢n0ta2,3,&4) ,1.. 408 wall anchordetals TOLEVES.IF DiELA]•HOLE*MLLEOMillAFH.WERM .WfOSLAB CONCRETESIASI I OFFW-U)NO IS SET ONOIE RNJOMT.THeeyeaoLymrAsUEO�tt
Operon
THROWH TILE BOTTOM AND A(A-24 SIW-SON CLIP)IS PLACED OVER THE tWEAGEAhVIOR.AkXr Bq,TMDhVTw(!)
END ELEVATION WITH ODOR TWO 5KE0 MODELS r WASHERts u$EO TO FASTEN THE EYEBOtTANOSIkP50N CUP TOGEIRER
Scale. LSTA-18StfJP$AV ALF rrO FLOOR BVitOnKr IS USEp ARQtWt WnH I'X3'KEOGE ANCHOR 9EZY,'EEN EVERY WALL STUD,
HURRICANE STRAP GENERAL NOTES 3 SPECIFICATIONS FOR AUGER ACHORS
aluminum
see details below (TYP.)ALL STUDS 1.BUxDKG Al CHORS SHALL BE'MOMLE HOr•IE'TYPE 130 HELIX EYE MCIM MAhWACTuREO BY HOME PRIDE OF
o siding f2 BRISTOL.VA THE AVERAGE HOW NO PO•AER 13 NOT LESS THAN 4,9004
Vx4'brtUg Yates----I 6 smote or daubs SIMPSON HS-24 2-MCHOqrtGSYSTeATO GROUND PERLOCALBUILOINO COOE(6Y DEALER)LCCATEAACF[CR SPACING PER TABLE 4.
W1M brad Q S.EYE80LTS SHALL BE PLACED IHROWH THE BOTTOM PLATE AND FLOOR SYSTEM.
( n9j g wide arch Shed Ar
> 2 x 4 header TYPE 1.11,Will CONCRETE OR m Table f control&slab Table 2 Runner Spacing
(Cyp a i comers 4 horvlg to
T ABS PADS WrBLOCKiNG AS w J'X 12'EYEBOLT d r
moblehom¢doa 1"x4'bridging(vrindbradngj REQUIRED > AUGERANCHOR y 8 a0 r 13'•8' i'-10 ' 9-11' 6'•2'
(optional} 2 x 4 studs(typ.) `r rade 2 t L 4'•0 o 11'-7• s•-t
T x 4'bolt 2•x 4'Mockwxj g -
plate sea wallanchOrdetails $ - w '. •. -
2 x 4 bottom plate SHED WITH SCUD ATTACHED yeboit and anchor tilted Values ham end of joist to center of(2)4 x 4 Skids ordy.131-81 wide sheds have(4)sets of skids.
2 x 6 p.t.end tall sca a Support Footing Pad Spacing For Single wide(SW)or
rd ISOMETRIC OF SHED 314'48 z toge8terwl�'x2'bottand -fable Doubloym4o
P(NP•) 9 fAYboanl or advantage 4x4 p,t skids ( )Shads, AM",
hurrrana sirs � (2)2'x 2'gall.washers End Pad
scale:tits. Des on a nserusesimpsxlLS7A•18 2'xWslderait END ELEVATION FOUR SKID MODEL and�'rtul S¢e ax. PaWp
w114-16d na0s scale:} 1' Y to W for Enformaticra not shoran see end eleva6crl with door x 4stud S •4 2d YIALLANCHORDETA[S pscala:n.s. HS•24 Simpson dip � ' n
E----, ._.-40'0'max,[Ono _ 1,Pad spacing is end to center of pad a)
9'x 4'header 2,Pads other than end pads ng
max.joist dr g 2'x 6'run rraming{typ.j pact is center t0 center Q M
i TP•355impson 3.Use same maximums cin for in;eriaRiuters.
��((�- 4'%4'wnners QUrSIO THS 3x 6nadplaiawla(l0d) Pad Intens. hf sena
1 X eXOa 4'x 4'wooer required on E nals 1 2'x 8' 6' seta oafs ce d sand rlilx tu U)
i3'-WwWeshads 4'x 'x W d 1
nPTlO:IAI 190 PSF PI(tr1 Br2 V.W.1Q',11'8',or 13W .4'x 4' 1 16'x 1 ABS !a LEC s Z
c -A- 18•otcjoist spacing,9401 A.!&& 112 Load v 4dlh on runner
r r groove ply-board wl eddiLlonaf a'x 4' sca a:nis. m
a Q 6 -' lv 2'square "teased on 2,600 PSF Sail Bearing Capably(2,000 PSF is Cyp.)
R 8 center runner Baty.washer wl l'nut Notes:
f� G _ __ __ _ _ _ _ _ HS-24 Simpson Clips Instaxed see detail for t.Hollow or solid concrete blocks may be slacked of)pads for high sets up to 4Wv dh out reinforcnig.
to _ t every connection between arch connection I'X t2'!aged eyebolt }'X 3"(810#Upl ft 2.ABS pad required on 1 t'-8'G 13'8'Yrda buld(r>gs onY
Raa
lot sI and 4x4 runner r3'xF(Ml7ek)eonneda rating)expansion bolt Tabta,la Anchor Spa"of Apgur Type Anchors For Single Wide Sheds
2' 6'5 L plates torstteds over s 10 r wed slab(per Wedge W orinto rza rtc ¢ u.ax.stertor ad
' 16•En length S Simpsorltik 24 13'- - 7.00 0 - ttt o'
-01
l&g pEylx>ard x 2'bolt w 2 Op• 0't0 3'
(870&uplzt) }' (j
2'x4'tToUgn y 7 - 2X2'fiat 0 ' f4 1'-Wto3'-0'
-__- -plate(typ.jali 4'mrn, �'.+ -,rr, _ .' shets 13 a-
FLOOR F RAMINGPLAN around 'L s -'° Tabte4b Anchoring Spacing of Auger Type Anchor For poub(sWldesheds Z g� E j 1F
sca!elk-I, Concrete Slab by others SHED 4Yl5KtD ATTACHED ANCtiOREf) _ o
%4'door header LnCaI Codas&jwisNcUon TO CONCRETE he Eze n P n ax ole r a n •'• a•a-,
(1yp. 2'X 4'under header airoN 1'.0,to 3'•0'1 61•0"
'Load width on runner m y LL p r s
i'x 4'bAdgk9(wind bradng) "Location of end auger or slab author a D o k
(1)}'x 6-(400H uofL "'Anchor spacing is examples:30'auger of}•x 3'expansion bolts. ��v S' g LAJ
i a
ANCHOR NOTES: a' o
,r 2'X 4'bent(typ,j rating)wedgeanctwrinto I,ANCH03 SPAONOIS BASEO"ASCE 7.10FORA CATEGORY 1.ENCLOSED EVRO:x;EXP.-C- a
COncrote slab at spacing 2.ALLMEASVREMENCABOVE ARE CENTER TOCEWER OF ANCHORS. � 2 �� k
E 4'k a•windwrheader O •r,
3'XVW-rekConnectorplates (perfabte2) 9.TH9LuNOdUNhuYSEROFANCHORIS(4).ONEQEACHCORNEROFSUEDFORSHEDSLESSfntEh tiTTFLVriNE dl
( th j
boside Concrete Stab by others MAXWLW. 4 is
E E 2'%4'WIRdOW sal 1 -rMrl. . 4.THE M4t:.WM E04E OWANCe FOR EXPANSION 80LTS IS B DIAMETERS OR 5•FOR A .t•EXPANSHkta0L7.
o
Local
Codes&judsdictOrl 1--t notch or counter rink 5.AUCHO.RS SHALL Be ONWOEWALLS EXCEPTViNEN THE SHED IS PLACE NFXTTOArr i;S(n.STIL'6 btJitDING.IH lHICI4 CASE
2•X 4'bMom plat¢ ANCHORS CAN 09 ACE Orr ENO WALL AS CLOSE AS POSSIBLE TO$IDE WAILS. t
h 3 T&Gplyboard 2'x4'Constwrion ho(tthrough2x4 RGENERAL.NOTES' 1 y
s LSTA-18 simpson hurdcarie 4.� in, - ,o,;,,. 2'x 4'bottom plate nailed to -
otp(Iyp.j all studs I ` 2'X 6' t•base 1.ALL BUILDINGS FROM 0 SQ,FT.To 720 SQ.FT. EXEMPT FROM WIN"ORNE•OEBRIs IMPACT .
PA.
STANDARD PER FLOREDASTATUTES.
rustManchor details Shed VAIN Floor Remove Anchored to Cono e;a 2.ALL BUILDINGS FROM 0 SQ.FT,To 400 SQ,FT.FOR USE WITH ONE AND TWO FAA iLY
for connection` state:i '=1'•0' RESIDENCES ARE EXEMPT FROM DOOR HEIGHT REQUIENTS PER FBC.
C' SiDE ELEVATION WITH DMI
DOOR&WINDOWSAluminumdootsktnon 3.ALL BUILDINGS 401SQ•,Fr,ORGREATER
F Front and Balt
cafe�•=1' 2'x 4'bosom plate MUST COMPLY 4ViTH THE 6'8'DOOR HEIGHFAND THE Mitl.RND MAX.Vi107H REQUIREMENTS. �'(
h
2•,0• 4,ALL BUILDINGS 4DO$Q.Fr.OR LESS WITH 72-DOOR HECG14T ARE ACCESSORIES To 3,
f
(tYP) 2'x 2'square galvanized RESIDENTIAL STRUCTURES.
X steelwasllerwilh}nut T&Gplyboard $•THIS PIANWAS DESIGNED PER'IHEF8CAND THE FOCR.1-11 ?
T'x 4'brkiging(vrind bracing) 6.FASTENERS FOR ROOF AND WALLS SHALL BE SCOTMETAL ETAL TO WOOD FASTENERS
OPTIONAL WOOD FRAME ANO SHALL BE O-IS X 1'OR EgVAL W!V(MIN)THREAD PENETRATEON(TYP.)
DOOR CONSTRUCTION z o
,r 2'X 4'bBnt(lyp.j 7,GUTTERS 70 BE INSTALLEDON SITE BY OTHERS THROUGH LOCAL CODES.
£4 SCALE:N,T,s, 2 x 6'side nal w r (� \43 h
fox 4'wind brace(ryp.j at s + U
C
four comm Forged EYE SON or 'ThreadedRod SUED DESIGN LOAD REQUIREMENTS -� , Z >••;
d 2'x 4'bottom plate
N_ ROU REMENTS�RTHE teo�
T&Gplyboard �'CouplingitNecessary(of Level 2010 FLORIDA BUILDING CODE zoo � �r
LSTA-j6 Simpson Hurrkanaa.p(typ.) sec I hereb cert; that I have reviewed these fans aloe With all building materials and WON
� d
see wallanthotdelaAs eyetx>itandanchorb0{ted Y r P g 9 Z 0-
orconnerNal tootheiwlk x 2'and(2) 2 x 12'Fagea Eyebolt components used in the manufacturing of the sheds,The materials and components either O awl i
SEE SIDE ELEVA ION WITH DOORS AND 2'x 2•galy.washers end have a Florida Product Approval as required by the Florida Building Commission Rule(9N-3) Lu rn
30'Hu dpne A KtWr �+❑
WINDOWS FOR i FOR?AATtQ4 NOT SHOWN N2 p.t.2 x4 frame(tip) r"'L or were analyzed using the Vull Stress Design.All materials and components comply Vri)h the w x m� !
SIDE L VATION 2010 Florida Building Code,the Florida Manufactured Building Act and Rules,and the 2011 U 3 1 j��
t21f4'x 12114*iou h (STRAP OETAtL3 °d o
Cale# 1' �xMfg g N,E.C,for a category 1:Enclosed Building,Exposure"C",With a wind velocity of 180 Ni.F_)i. co� lug � f
(3 second gust) WINDLOADS 4 ('
remove tz 114'of trz DESIGN PRESSURE ROOF vrALL p
bottom plate Agency Plan#SSI-2220 PSI R1 DESIGN CRITERIA FLOOR LIVE LOAD 75P-SF I(r) 1 0 1 T.-) td
Information + WIRINGDIAGRAhf Construction Type Y-(3 DUROINGCATLGORY t FLOOR DEAD LOAD BPSF 430. 4; . 5 34, Gra I
g ToBufklOn (Optional efec*) 3!4•plybowd BUILDiNGTYPE ACCESSQ)tY STRUCTURE ROOF LIVE COAD 20P
e�.nws.a.rsg N 1, scalenls. Occupancy Storage CONSTRUCTION TYPE VB RppFD Lppp 6PSF she 1 r fOaFy
3 O 2X6p.Lgdera1 HELIX AUGER ANCHOR EXPOSURE C INFERNAL PRESS)RE 11-0.18
AEwidngshanLemc Allowable floors 1 ¢�
CO jJ REtI(E(ry L 1 I ruble 14 ga.Swire :e table for spadr g VRND VERROCITY 180 M.P.H.
„ encase Enall meWI 16'lo24' Wind Velocity 180 mph Exp C scals:nls. ALLO'NABlEr10FFLOORS 1 j f
P€Dfs Tonal Service Industries boxes Floor Load Live-75 Sf FIRE RATING N/A 't
1TIg 3 rd Street t2'HYDROVENFDETNLS p ENCLOSURE CIA IFICATION :NGLOSED i
"6F.. G.F,1. u0oi S�
Orta{), Florida839 scala:1'=1'-0' FI00[Load Dead-8 pSf MF�VJ ROOF HEIGHT 9,g5 ry, r .C e t P.E.Jr.
P(a^12e�ta,ver William E.Newry,ill Roof Load t the 20 psf fL PE t6 r
(LA It j°ov406 6 Roof Load Dead psf I
aT FL s t-"9,ship-s1 "R"Rating of FEoor,Walt,and Roof
i