HomeMy WebLinkAboutSET UP & INSTALATION SPECIFICATIONSo File -Copy
window
see details below
1• x 4• Ixidgig
(wind bracing)
(Lypx. as comere)
(2) 2 x 4 spruce headers and M 2 x 6
ears varies 12 P.L pine each aide non laud bearing
(2) 2 x 6 p.L doe buds added- Q 5 when garage door GalaOed
um roof when garage dexx'trste0ed double arches for garage doss
gan ege door sizes
1 x 4 bridging (tYD•Ym S n°D- mars
TH width s
DOOR E >
(sae note 2, 3, $ J.. vmies x 4• bkddrg
wall anchor details
END ELEVATION WfFH DOOR TWO SIOD MODELS
sea
.P aluminum
siding
Qex varies-i 5 single double
$ wide arch
2 x 4 header
moble home door T 1' x r bridging(wind bracing)
(opdonal) E 2 x 4 studs (typ-)
r x 4• biodltlg
2 x 4' ho
see well anchor deleffs %
Plata2
2 x4 bottom plate
x 6 p.L end rail
hufdcane stra7P.
- �ybog,d
ISOMETRIC OF SHED
Xf till; plyboard or advarllsga 4 x4 p.tskids
Simpson LSTUSP
LSTA-18 or D
e�fe_ W.S.
END ELEVATION FOUR SHOD MODEL
)wn 16d craf
r x 6• sHerdl
'_
scale: r4-(
for Information not shown see end elevation YAM door
WALLANCHORDErAILS
aqsle. nis,
OLrr=r= WIDTHS
4U'4r max. lerg7l -'
8. B`. f 0. 178. or 13'B'
max- joist spedrg
•�
x 8' p.t Oandng (typ.)
-x S IraLrhera
72
P
pm
I
p1
hdra 4' x 4• twiner required on 5�
34;• wrde sheds _see arch details,
Is*ok)oistsp�acing,gtwd tongue&
gronva ply4mrd wf add'io'ooal 4• x 4`
t
nterNrxlermpcon HS-24, USP RT4i
pIconnection bebseenorjold and 4x 4• rumrer
x S p.L plates for sheds MW
in length
&g ptyboard
4' bottom
all
FLOOR FRAMIN PLAN around
am
h: =1'
2'4r 4'. 4' doer header
'
k
E
r eager
bddging(wmd bra�tg)
bent(typ.)
vdrtdaw header
•window sill
• botmm plate
G ptyboard
son HS-24, USP RT-6 Clip
ufvdlem (typ) all studs
_ wall a. id- details
6'4r (ram) for exudation
SIDE ELEVATION WITH DOOR & WINDOWS
shah}'=1'
Z-W
m
III
t-
SEE SIDE ELEVATION WITH DOORS AND
WINDOWS FOR INFORMATION NOT SHOWN
SIDE ELEVATiOR
sole }• = r
�a
WIRING DIAGRAM
m N Q
J
(Optionalelecdc)
scale nas
wiling shall be me
LQ L O
I
ca
cable 14 ga.3wiro
encase for an metal
- G.F.I. DING
booms
1• x 4' brW&g(wfnd bracing)
r x 4' bentQm)
V x 4' wind brace (gyp.) at
four comets
2• x 4• 1 Hrun pralc
J'T&G.pooard
Simpson HS-24, USP HS-74 Clip or
equrvalertt (ryp) aLl studs
�--aee wall huh ordelals
hxrbnnecdon
x 5• (M1FrTH9e) axon
ins to rOquted or
equivalent
Connrzslrplates
(Dotih erde)
;onstlrctfan
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION
SCALE N.T.S.
3• x S (aTConnsciar�t (�
arequivalant �'`4\-
Arch Detail forte'
scale: nLts.
Simpson HS-24. Lisp 917- i
Clip ar eq . .
TYPE 1, 1]. or ill CONCRETE OR ...._
ASS PADS WJBLOCIONG AS
REQUIRED
Barr ln;onnafilm
- tux a8uild On
SET UP AND INSTALLATiONOFSINGLE WIDE SHED
07411-2012
1. BUMVNG Is PLACED NREQUESTEDLOGT70N ON SCHWUIEAGVr- OALLGWFORYOVBENTTOP(LN OFSOUARE
02 23-2M2
\
COflEl�VIEW
UNRTONOUg.FENMPROPERTYUW-EGG. ..
2- ONCE UNIT a SQUARE AND THE Hx9+ SPOT OF THE GROLM ta EsrABUSHM THEMWNG is momm oHTHE HIQf
03- 32012
Pm.1c ionaH Serv!ro!rdu6Ww
SPOTIWDrFu-rcn.THEOIHEREND OFTHE BUIUMIGISSROUGHrUPTOlEVa AWSLOOIEO.THEN78E MHTFROF
-02-26.2D15
i 74833rd Street
TMELAIDWO IS SUPPORTED TO LEVEL. BLOQ®AND SHIMMM
/\J{
Orar:do. F,ortda 32833
3. AFrERTHE BU{DfM3 IS tEVELMORE SLOCIC3 AREADDED TO AOH tEV(L COFdtECrSPACWeL
P.r.�¢e.�r: SYaarlENca7. 11
a5S6S1<E
J. ANCHOR PLACFA7-M6E5rA8l14HED BY THE Tt4gTTh1 OFTHEtSUaDINkT.FpLFS ARE txi➢lEDTHItOIHGH THE 2'XC
DRLLEDT
LA SViM
ceW-74.
BOTTOM PLATE LNTHA j•ADG6tBJTANIO THE ilF80tT6FASiENr® fHQS HrrO PLACE.THEEDUG FOR A3t'LJUi7H
FL-SMPs;
ANCHOR AND BACKRLLEO. THE EYMOLTAND ANCHOR ARE FASTENED WRHA NUT;
tX2'BOLTAND
5.IF THE uml rS TO BE ATTACHED TO A OMC EM SLAB THE aurmjNG ISSET Off THE CONCRETE SLAB AND SHOA® UP
_
TO LEVS- A } THOLE TS DTLLL®HrtTH A HARDIER DWLL INro^^"^'^- SLA81 1" OFFRN 101ST. THE EnOMT IS FASTEN
THROUGH THE BOTTOM AND A(624 SHOWN Cup) IS PLACED OVER THE twEDGEANCHDR.A j•X=6O.T AND NUTN¢)
'Sfrrgson LSTA-16, USP LSTA-18
TWASHEft IS 1S TO FASTEN THE EYE80LTAND SNPSON Cgs TOGETpje&
Hun icans Strap or equivalent
GENERAL NOTES & SPECIFICATIONS FOR AUGER ACHORS
( ) eY Studs)
1. BIJI DWG SHALL ee ItOME�,TYPEt•T F1BIX ANCHOR 0-MEFACTL:RED aY HOME PRIM OF
BMSTM VA THE AVERAGE HOLDING POSER
�. a131ii
IS NOT LESS THAN 4.9Dxr _
2 ANCHORING SYSTEM TO GROUND PER LOCAL ELUDM1O COOEpy DEALER, LOCATE ANCHORSPACIW PERTARX4.-
1. EYEBCLTS SHALL BE PLACED THROUGH TM BORON PLATE AND FLOORsYstm
r.
ram••
'
Table Shed A I.
CODE REL
X 12* EYEBOLT
'AUGER ANCHOR
d and andwr bolted
Itx w!j" x r bolt end
x r gely_ washers
F9T&14%i 7ic1;^g17r:!..
iiL•:if'ai"Ni'm
iG�i-�+E'lLk��ri� iG�i�7IT-IIiL•➢O
[��i(:iTrT�t�� titll�il♦IIIII�iit�IlQ:TiO
t7i�F:nE1,'B��L.� t�tl•IIIIIIT+I�l�iTiO
Values loom and of joialto center d (2) 4 x 4 skids wdy.13'4rwfde sleds have (4) sets alsidds.
Support Fooling Pad Spacing For Single WidelsWl or
i�!i 1-1li 1
WMEMN
E�'tEf
'�11i^u7:Sf
f--fir ■L.
T�7�r^ {�II
r�eza�:�c�_,�rrum■IE;N((((�rL[;.ffolre?rri•�Irc;�hfafci�l�.
ihLxilEl.�
�e,u±E:itDi
4AM�1�x�izi.
,',1wR7fili
= ri7IBT[`7ill•'
armt>1
�11�Li7Lr+_]fr,
-r�iifffr
itrz:r+:ra�T.ran.)FZCr'•=-�IIii[aft�
HL•M
ran�
tSiFiir•k
Ia iLGi>!ri[
�I�ii�iTc��rlrF�ltlI1G71>iL'Y-'�`IIIIlC711i
spacing is and to Dentarofpad
2- Pads other than end pad spacing Is centerto tenser
3. Use same maxhnum spacing for inter o amners.
Y x Cp
1 r-2-gam black [Plaffty Cement A
x tr
r X r square Load width on nXoer
gale. vrasitxw!}' nut Based on 2.00(l PSFSoa Bearing Capacky(2AM PSFIs typ.)
}• X 1r torgad eyebolt �• X 3• (87t1# tPfift Now
Simpson HS-24 ex rating) expenslal bolt 1. Hollow or solid concrete �
ene bto(8xBx18 may be stadred on pads for hip so% up to Ar without re-m rang
USP RT4i (Yp or _ orwedge ancharinto 2. ABS pad required on -8 11'• & t3 $ oty OuHdfngs D
equivalent.stab (per table 1) Table4a Anchor Spacing of Augur Type Anchors ForSmgla Wide Sheds
(670# uplift) } x r bott w (2) _
T 2'x2•ftat L - a _-
4imit
W.
Cwhaete SIeD by tdhexs ,$HEO WFirrD ATTACHED ANCHORED r -
Local Codes & jurisdcAm TO CONCRETE r Tabla 4b Ancering Sgic"ifIft T�Plr Shhe&
apply vvkm
x40DIt on riahrter
wskin on f1 1. )5' wedge and- Into "Location of end Sugar or slab anchor
k Anchor spacing 6 ®copies: $0• auger or }' x 3` exparHsion bolts.
7bo71t
ats slab etsperiLg AMC+ORHOTES:
able l) 1. ANCHOR SPACING sBASE n ON ASrF7-10FOLAGTEOOftY1 ETICD.9i�eUttDaxHFJIP. 'C
Concrete Slab byalham 2 ALL MEASI MIENT ABOVE ARE C9rTFRTO CtNTER ANCI .
Cedes& iVrfCdicaor 1}•min.. --F� a rxttrrdetslnk 3. THE MAx44W.MUMN711M88toF ANCHOR t3(4}ONEQ EACH tXIRttF720F all{®FORSH®SIFSS NtFl•1GNTIHANTHE
applyrough 2-M- 4.THEIVM1IlIY RDGE DST-4MFORE)7ANSIONBMTStSaDWLTERSCRSFORA }1*�11WANSIONBOLT bobom plate relad m 5. ANCHORS SHALL BE ON SrOEINALLS FJ�PT VMEN THESHED 13 PUKE N El(rTO AN FJesRHG BUILOING N WHICH CASE
1 in r X 8' .t base AtCNHOlRS CAN aE PLACE OI @A WNi A9 txO3E As P0997BL'ETO SIDE WALLS
P GENERAL NOTES:
Shed 1ARdh Floor Remove Anchored to Concrete • 1. ALL BUILDINGS FROM 0 SQ. Fr. TO 720 SO. Fr. ARE EXEMPT FROM WIND -BORNE -DEBRIS IMPACT
stale:1 }'= T W STANDA D ER FLORIDA
42 pt 2 x 4 frame (typ)
,12174• x 121W rough
opeldnil
Ammove 121l4• of 02 p.t
bottom plate
_.4w plylloatd
-2 x 6 p.L side raT
1G tD 24'
it HYDROVENT DETAILS
scale:l' =1'4r
r x 2'square gahranized
seal washerwiih nut.
eyebolt and ary
ttgethervil Y,
rxrgetv.we
• nut
IEzT'".._Ji�•�3i"si-->r-'r�'f'�fr�T'r•7
.,. -
�.3LF��^3T`T'.1.2
r
tUT!2rY'. 11 -T.
ks•�irsrn:7
T':i�?�S1�1Ti
v;�-rT�3tr.•�_;-1'
SHED WITH SKID ATTACHED;-,
2' x 4• shd
• x 4' header
Sfrnpsanh TP.35, LISP NP35--
Nalplata or equtvafem
w18 [1" netts
4• x 4' header
Sf21G fLLa.
2•x4'
T&G ptybcad
2' x 6• aide ral
Eye Baiter}' Threaded Rod
. -_ �, --,��,,,_-. �• Coupling if Necessary Tea Lever
Set
@d
(2) ] x 1r Forged Eyrhbolt
4.
vd-
. r 30'Hunlcane Annear
A.a
STRAv DETAII-S
"- scat: nis.- .
e, _
SimGM LLX AUGER ANCHOR r "
A..sea's2l{�fors;wma. _
tl.rrsa� -
R P STATUi> S
2. ALL BUILDINGS FROM 0 SQ. FT. TO 400 SQ. 5F� ARE FOR USE WITH ONE AND TWO FAMILY
RESIDENCES ARE EXEMPT FROM DOOR HEIGHTREQULRE WENTS PERTHE FBC.
3. ALL COMMERCIAL BUILDINGS AS WELL AS RESIDENTIAL SULDINGS401 SCL Fr. OR GREATER
MUST COMPLY WITH THE W-W DOOR HEIGHT AND THE MiN. AND MAX WIDTH REQUpxl, NTS
4. ALL BUILDINGS 400 SD. Fr. OR LESS WITH 7r DOOR NeGHTARE ACCESSORIES TO
RESIDENTIAL STRUCTURES.
5. THIS PLAN WAS DESIGNED PER THE FBC AND THE FBCR
6. FASTENERS FOR ROOF AND WALLS SHALL BE scoTS@TRUGRP METAL To Moo FASTENERS
AND SHALL BE 9-15 X 1. OR EQUAL W! 1-(MIN.) THREAD PENETRATION(TYP.)
T. GUTTERS TO BE INSTALLED ON SITE BY OTHERS THROUGH LOCALOODES.
r
SHED DESIGN LOAD REQUIREMENTS FOR THE' r
2014 FBC-5th Edition, 2011 NEC, 2014 FFPC
i hereby certify that i have reviewed these plani along With all building materials and
components used in the manufacturing of the sheds The material and components either
have a Florida Product Approval as required by the Florida Btsld'6Tg COMIssion Ruje�9N- )3
or were analyzed using the %k Stress Design. All materials and ogle IVl l` 1 bile fti
2014 Florida Belding Code, the Florida Manufactured Bolding Act 9rlgd1;l1i s .
N.E.C. for a category 1: Enclosed Building, Exposure'C', with a wirra-v6Lrr^Ttygfa 1 MIi� j +,
(three second gust) mat'•' •,'
l•PAhs'
DESIGN PRESSURE RopF WALL
FLOOR LIVE LOAD 75 PSF ;1+1
QESIGN CRtTER1A FLOOR DEAD LOAD 8 PSF
IDING CATEGORY1 ROOF LIVE LOAD 20 PSF
ROOK DEAD LOAD 6 PSF
LDINGTYPE ACCESSORY STRUCTURE INTFRNAI PRFZRIIRFr:f1FFFHr4ENT tot
C
180 MPH
FLOORS 1
(SURE CLASSIFICATION ENCLOSED
ROOF HEIGHT 9.851E
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