HomeMy WebLinkAboutSET UP - INSTALL OF SHED114 BRIDGING
2 x 4 BEM (rYP.)
1. 4 BRIDGING
W WOOW OPENING
SEE DETAIL BELOW
2x4 BOTTOM PLATE
314:PLYWO0D FLOOR _
s HURRICANE ANCHORS (TYP.)
115ESMPSON dNAL
W/➢14 - i6a NAILS
2 x 6 SIDERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
40'-0• MAX. LENGTH
%---i' 2'-0- O.C. MAX JOIST SPACING
4
y OF
H X w
FRAMING PLAN
SCALE 1/4•+t'4T
SIDE
(2)-2xASPRUCE HEADER a SET UP AND INSTALLATION OF SINGLE WIDE SHED -
(2} rX6-Z PINE EACH SIDE
NON LOAD BEARING'NMEN 2X4 BENT 1. BULOWGJS PLACED WREOUESTEOLOCATIDN ON SCH V.G TO ALLOW FOR
ALUMINUM EAVE GARAGE DOOR INSTALLED - MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE, PROPERTY LINE. ETC.
1- x 4 BRIDGING Q SENT(TYP.j _ ---2DGA'7'i5'GALV. NAILED 2. ONCE UNIT IS'SCUARE AND THE HIGH SPOT OFTHE GROUND IS ESTABLISHED THE
ALUMINUM ROOF 1 12 PLAFOR HEAD RUSESoNECTICN BUILDING IS TO KED LEVEL A DBLSCKED THEN
NTHEcD. THE OTHER END BUILDING IS
BBROUGHT
OUGHT
QDING IS
S _�O.GAUGE3'-x5^GALVrPAE95- FOTES(2)ftR CONNECTION
BROUGHT BLOLEVELN HIGH SPOT NDLEVELED. CENTER OF THE BUILDINHEBUIL UGNTW
m VARIES PLATES (2) PER CONNECTION TO LEVEL, BLOCKED, AND THEN SHIMMED.
g A S SIMPSON TP3S PLATE WI (8) 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT
�r- vTYPICALSLOPEATKNEE 10dx1.12'NAILS THRUIMO . (2) 2.4 W111r PLYWOOD SPACING.
12J01M OF BEM MEAGER WI(6)10ax ACHFNDD SPACER OR see 91 PIN 4• ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
(2)-2 x 6 STUD ADDED WHEN I I 1 x 4 BROWNE @ BENT (TYP.) THROUGH THE 2 x 4 BOTTOM PLATE WITH I? AUGER BRAND THE EYEBOLT IS FASTENED
GARAGE DOOR INSTALLED SIMPSON MS-24 W/SaS 16d INTO PLACE_ THE HOLE IS DUG FOR 30' EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
NAILS ® 2s4 FRAME AND AUGER ANCHOR ARE FASTENED WITH 12' x r BOLT.
MAX WIDTH 6-0• FOR I 2.1 BENT FRAMES S. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB. THE BUILDING IS SET ON SLAB SHIMMED
ENTRANCE DOORS WIDTH B, i m) CONNECTED W110d COMMON _ UP TO LEVEL A318'HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1R•OFFRIM
8'. a9' FOR GARAGE DOORS a Z. ®1.4T O.G TYPE I SECTION THRU HEADER JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN*'BRACKET OR
DOUBLE DOORS VARIES SCALE: 112'•1'-0' SIMPSONSTRAP IS PLACED OVERTHE 31VWEDGE ANCHOR A IR'xr BOLTIS THEN
I FASTENED THROUGH THE EYEBOLT AND *• BRACKET.
P.TP. 4 x4 CONNECT FLOOR Hs- 2sd BOTTOM PLATE 6. IF NO FLOOR UNIT BUILDING IS USED. ANCHOR WITH 31F x S'WEOGE ANCHOR CENTERED
JOISTTO RUNNER WI SEE ATTACHMENT DETAILS 2X4 BEM BETWEEN EVERY WALL STUD.
SIMPSON HS24
XI Xr %r 20 GA r x S GALV. NAILED
VARIES (6'-0'TO 17-0') FOR. (2) PER CONNECTION
FOR INFORMATION.OTSHOWNSEEENDELEVATON FOR MEAGER USE Ba COMMON GENERAL NOTES 85PEClFICATIONS FOR AUGER ANCHORS
ELEVATION WITH DOOR TWO.SKID MODELS {x4 ➢2 PINE, 2xd NAILED TO I• BWmng wchm snag 6e'moeea nme' hype ➢70 single helm aye augvandan manWadured tr/ slyte Cml dFmomanL OH
SCALE: IN'=1•-0• SIMPSON TP3S PLATE WI(8) �_ BOTTOM W/(2)➢1 So COMMON Z Anchoring
up grculd➢araWM:bM
' 10d x 1.1lr NAILS THRU INTO NAILS ®1B• D.C. 3. Arld - s system la ground Par Me building .bode d Adeab0. Locale anchors parTable 6 euwgl tlro boom Wata.
�!rq' 3. Alxdxxa snag be pmcatl Ihwgn ba b000m plate erld floors)zbm
pp�.•` 2x4 HEADER HEADER W((S)10a x3' NNL®
`C,O `y-� 12 EACH ENO SIMPSON MS-24 STRAP Tablet Shed AnoaMg to C-sete Slab Tablo2 Rumuv BpacLg
(` `N-` Q S 1 x 4 BRIDGING INTERMEDIATE FRAMES OR
,yARIE 2 x 4 BEM HEADERS W/ 484 16d NAILS
(2) 2 x 8 BEAM (IYP.) /•1 . �� T K 2X4 FRAME
4'ALUMINUM SI �! ,��4 �12 ELOPE AT KNEE JOINT OF
�` .•'�•, `� TYPE II SECTION THRU HEADER
V �jv 7x4 BRIDGING
p\�-2xd STUD (TYP.j Valuaa Wrtl end orjohtb canton al(2)4%dsyJds aNy. 14'-0'wka shade nave (4)se6 oI3MHa.
Q�4 314'PLYWCODFLOOROVER Table Su Posting Pad Spadtg for Ru6ar Blockbg For Single v Double Wide Sheds
t`v ` ` (' j 2 x 6 P.T.P.PP°d dn9
ISOMETRIC OF SHED ` a(o •,, ` rxrsouARE WASHERS
SCALE: N.LS. P4� ®� _s }�,A PP .$ SEEATFACHMENTDETN45 MaxMum Load aPaaT
a v 31B' x B' FORGED EYEBOLT a N x (BOLTR (2) WABHERS
G !!, ` J aNM (A 24 OR EQ)
Q ��� ` L^ " ' i.J y 'w-•Is (1,20DO SIMPSON LIFT) RAP
C.` XI -,jam --JD XI
�L.,��' vARl6s (6'-0'r017dj .
`N 1 SIMPSON HS-26 RATING EXPA0UMUPUFT
C RATING FJ(PANSION BOLT OR
ELEVATION WITH DOORS 8 WINDOWS
SCALE-- u4' • r-0•
z-0•
(TYP.)
Shea WHIR
Shad
➢UpGR/She of 6hN
AnrJly Spadn /she
f4'-0'
280➢ILF
4'-0'
17-0'
240R/LF
S-0•
to-0•
zaoR/LF
e•-0•
file
760➢/LF
Tti'
Shad Width
Xi
X2
X3
1'-101R'
J'-0 1R'
S-11'
17d
7� 1/r-
10.P
1'A 1!J'
-
84T'
9'
6'-0'
Oesalptlon
Pad
End Patl
Sde i6lmv
Pad Type
Imerlor
Pad
SHe Rumv
Pad Type
Sire
Type
LW-PLF
End Pad
Mat SOIL
14'
SW/OW
{.75/332
19360
IIVIU
18791
Ilvlll
14'
SW/DIN
2(i5l205
0b3'-0'
B'd
1a35➢
I
16d0R
1
17
SW
6.00'l460
Olo 3'-0'
S'<'
2558e
Ilvlll
25580
Ii ar10
10
SW
6.DD/400
OIo 3'4Y
8'-0'
2400➢
II CIII
2100e
IldIII
Ir
SW
{.00'f 320
ObJ'-0'
fi'6'
3029Y
I1u01
21]JI
IIa ILA
� � FOR INFORMATION NOT SHOWN SEE END ELEVATION WITI/DOOR . WEOGE)ANCHOR INTO SLAB ® Natu:
END ELEVATION FOUR SKID MODELS SPACING (PER TABLE I) 1. Pea svadngHena 1p mnterol bad.
ale 0.UNNE� SCALE-- 711'•1'-0' 2Paas doer. Nan erd peQa apadngmcentvmCenly.
1 Use same mac spetlnp fd Werbrmmer.
2>6 P.T.P. PLATES FOR SHEDS
OVER IFIN LENGTH
3/4• PLYWOOD FLOORING
4 X4 RUNNER
2 s 4 BOTTOM PLATE (TYP. ALL
AROUND)
2 x 6 BEM (]YP.) (SEE SmE
WILL* ELEVATION)
FLOOR
W W OOW /DOOR HEADER
2 x1 HEADER
2 x d BEMT (rrPJ
1 x 4 BRIDGING
2x4SILL
2 s 4 BOTTOM PLATE
SEE DETAILS FOR
CONNECTIONTE-
1a
FOU
Z OR G
�II 2X �0�
SEE SIDE ELEVATION WITH DOORS a WINDOWS FOR INFORMATION NOT SHOWN �
SIDE ELEVATION V '
t
N
L
w l
' { GFJ. OUTLET WIRING DIAGRAI
+ I I (OPTIONAL ELECTRIC)
SCALE NT.1
• " ALL WIRING SMALL BE MC CABLE 14 GA
(2) `MILE'./G. ALL METAL BOXES
SINGLE
WIDE ARCH W/OVERHANG
SCALE-- 1/4' • 1'-0'
CONSTRUCTION
(OPTIONAL)
9
12" HYORObENT DETAIL
scaLE 1••r-0• .
1
SHED
ra. - got
y
P
r x r PRESS PLATES BOTH
SIDES ALLJOINTS
2x4 CONSTRUCTION
ALUMINUM
DOOR SKIN ON
FRo14r a BACK
DOOR
2 P.TP.2 X 4 FRAME FRAME
(iYP.)
12.714• % 12-7/P ROUGH
OPENING
REMOVE 12.1/4' OF "'J P.T.P.
1 X d BOTTOM PLATE
Type
Patl DGImslon3
Mat Laad'•
Malael
1
z• x 6• x 1s•
t,na➢
cab erocx al «mem a.ana meI
R
4'XB'x 16'
3.500➢
Pete bb Jt ouN wmenl6 saM my
111
18'x 1S
3,950R
ABS pads
WI SKID ATTACHED ACHORED TO CONCRETE
SCALE: 1.12' • 1'-0'
(1) 3/B' a S' (4000 UPLIFT
RATING)
WEDGE ANCHOR alaadc
INTO CONCRETE BLAB AT •Lead eWm on mlmv.
SPACING �Based on2,000PSF a0ovnde'aDlDmmum.SWprmwmsnagbeveMedeyOdOpanhomOmrlestorsoUlbempallDlropxenn
(PER TABLE I) engineer UsoO pmssureblam amn 2.00D PSF. ,
NOTCH OR COUNTER SINK Hams:
BOLT THRU 2. 4 1. Hmaw d seld eonaelp Meeks ma/ be alaeked on Pads (ornlgn aeb up b d6' mat vdm wl retrdordng.
1-7R'MIN. 2 Pass leRu6ed on 17a14'vMastwda eNy.
2x 6BOTTOM PLATE NAKED Table lea Anchor SparLg Of Auger Type Ancnm For Single WNp Sheds
T02x68ASE
. � •a 30'E eAu vAnclmrv30'CD.CpmlArchv
SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE
SCALE! 1-12' • t'-0'
FORGED EYE BOLT DR /!r Tade 40 Arclmr Sparing Of Auger Type Anchors, Far Double Wide Sheds •
•. THREADED ROD WI 30'Eye Au acAntlld
2'00R 2'xr SQUARE GALV. Shea SQe LW Uplift PLF EnO M.
Met lntesln5patln
. •' STEEL WASHERS 2P-0' 1a0O 400 1'-0'fo J'4T B-0'
(2,000 . CAPACITY) UPLIFT • Load rdmn of ugdt on rlamv.
SEE STRAP DETAIL �Locatbn al eld augv orsbb alMpf.
Andmr spacing axamplo: 70' auger ar7/8' a 2.314' expandon bolls.
' 1R'x r80LTW!(2)WASHERS Hates: '
a NUT
(2,000 r SHEAR CAPACITY) i. AMarsDadng m timed on, 3 semld vMd gust at 150 MPH per ASCE ]-0S. Gtego
'C',
SIMPSON MS24 Impodallo Fativ O.T/, Enclme Building. N.LP.C. =0.1B.
GRADE 2 Al mmawmmeM Osted a0ove are eenbr b wnmrd anctlorc
�p J. The mblmum member dau9v anchors b (4). (1) ®eaN caner fished for sheds Imo b
TYPE I OR If CONCRETE PAD i length ban � mHn41m'
W/ BLOCKING AS REQUIRED � 4. The mblmum edge dlsr-... IoraxparWon halo b B dbmaurn dS for10' erp
a eem.
1? x a• FORGED EYE BOLT � 5. ArcJnn anal De m aba v2Ua eswpi when anew b a
arxlnncan be pmced on and wagsas tl eas
SHED Wfi.FmmnenforrwlgnaGrip^' armten nag"
9.15x1'de4uaL
SCALE. 1 1R' • t'-0'
' W. DESIGN LOAD REQUIREMENTS
a ® r D oR r a r sauaRE Gov. for the 2007 Florida Bulldin0 Code
STRAP
DETAIL
SCALE V4'=1'-0'
I 1
SINGLE HELIX AUGER ANCHOR
SEE TABLE4 FOP. SPACING
SCALE, ' N.T.S
STEEL
PSF
Sned Stro
LW UONI
PLF
EM AncMr^
Maa. inleriw Bpad
11•-0'
r.ov
za3
r-0• tp 3'-0•
r-r
12-0'
6.OB
208
t'-0'to 3'dT
6'<'
_5.00'-
-7]4�
-'t'-0'to 3'-0'""---iP-0'-.`
J
dA0'
139
i'•P l0 3'4y
17-0'
WASHERS Butte Wind Pmszme
qi • a0075fi(Kz)(KrtJ(Kd)(V"2j(I) PV ASCE 7-0S 65.10 Table lT-0
Kz • a11s Exi>mum •c; KII • 1.0
Ka • O.BS; I.O.Th,V • 150 MPH
•_.. _.v ___-_._. _. .._ - 42e 31.95 PSF - .
FORGED EYE BOLT OR 1? I hem0y ®Ny ➢mt I have mNewad bow plans along wM a0 tlIe DuOdtrg InabMls and
THREAOEO ROD comporbnm used In Ae manWnauN+q a/ Ne sheds The mamdah and mlyolMnD eldua
have Fkuda Product Approval as ngubed by Florida Guiding Cmmbslgn Rlds (Lnapty
17 COUPLING 98-72) orwem analyzed using We A➢owade Seam Dmlglc All mamlMls and txmpanenm
Imply vAm be 2007 Florida Building Dma fora 130 MPH Who vtlodry, vebdy pmasure
12's 1 1R• BOLT W/ (2) 31.95 PSF. In 0.77, Enclosed BuOtlrg, Exigwm'A•,'8'v'C' and N1P,C. • 0.16. Row
WASHERS (2,0004 •SHEAR Lead • 20 PSF . Design Pressures: Rod Live Load a 20 PSF. Rod Dead Load • S
,
,CAPACITY) ,
Lt. Load • 75 PSF, Floor Dead Lead • s PSF and •vah 01e 2005 Nations! gepsFal
- Main Wind Fdpe Resisting Systems
1?X4'FORGED EYE BOLT I4od Wee -
7o•HURPow4EANCHOR
NIA J9.94 2524 20.13
cempolmnm a cmadng Deagn (EBpcOvo) Pnssvme (PSF)
Zeno Wind Alva Ir) •) zplm Wind Aria IH 1.1
10 rl 35 10 >0 dl
1 20 20 33 6 20 36 39 d
4
d
CORAL EYE AUGER ANCHOR
v111/2Dm
v1a2Dw
f011920w
i1N5200/
12rze2ow
W09R005
1t/o9RDas
0721R006
10RY2006
11/Oa200B
07A12009
a
LLl
283 2V3120 63 5 6-50 ° 3•EIfrG
• ; -� Dale e � 1
1