HomeMy WebLinkAboutShed Design4' I x 4 BRIDGING
2 x 4 BENT (TYP.)
1 x 4 BRIDGING
a
SEE DETAIL BELOW
WINDOW OPENING
t
(2) 2 x B BEAM (TYP.:
4' ALUMINUM SIDIN(
2 x 4 BOTTOM PLATI
314• PLYWOOD FLOOF.
HURRICANE ANCHORS
(11.) USE SIMPSON
LSTA-18 W/ $14 - 1 6 d
NAILS
2 x S SIOERAIL
WALL ANCHOR DETAIL
SCALE: N.T.S.
(2)-2x S STUD ADDED WHEN :R
GARAGE DOOR INSTALLED= _2-
MAX. WIDTH T- FOR, m
ENTRANCE DOORS WIDTH 3', Z
a.. & 8' FOR GARAGE DOORS & g
DOUBLE DOORS
WoW
P.T.P. 4 .4 CONNECT FLOOR 'Ir
JOISTTO.RUNNER N,
SIMPSON HS24�
(2).2 x 4 SPRUCE HEADER-
• (2)-rXS02 PINE EACH SIDE ,,`,?)
2 x 4 BENT
NON LOAD BEARING WHEN
GARAGE DOOR INSTALLED
20 CA. - J' x 5" GALV.
--- 1 x 4 BRIDGING O BENT (rYP.) Yi
NAILED PLATES (2) PER,
CONNECTION FOR HEADER
20 GAUGE 7'xSOALV. PRESS '
-- PLATE1
S(2) PER CONNECTION ,
SIMPSON TP35 PLATE W/
USE Bd COMMON
6 TYPICAL SLOPE AT KNEE
�12JOINTOF )
(8) lTd x 1-1/2' NAILS
TM2U INTO HEADER W/ (5)
�- (2) 2x4 W/ 1/2" PLYWOOD
SENT
10d x 3' NAIL 0 EACH
SPACER OR 4x4 y2 PIN
1 x 4 BRIDGING 0 BENT (TYP)
END
SIMPSON. HS-24 W/ 5&5
16d NAILS 0 2x4 FRAME
2x4SENTFRAMES ..
f- CONNECTED W110d COMMON
®1'd D.C.
TYPE I SECTION
THRU HEADER
'
SCALE: 1 1 rI = V-T
2. 4 BOTTOM PLATE
SEE ATTACHMENT DETAILS
2 x 4-BENT
20 GA. 3" . 5" GALV.
• NAILED PLATES (2) PER
CONNECTION FOR HEADER
FOR INFORMATION NOT SHOWN SEE END ELEVATION USE 8d COMMON
ENDELEVATION WITH DOOR TWO SKID MODELS 4.4 #2 PINE. 2x4 NAILED
SCALE: 114•=1•d SIMPSON' iP35 PLATE W/ TO BOTTOM W/ (2) p16d
'(a) 10d x 1-1/2' NAILS COMMON NAILS 0 IS' O.C.
- 2. 4 HEADER THRU INTO HEADER W/ (5)
10d x 3" NAIL 0 EACH SIMPSON HS-24 STRAP -
- Is 4 BRIDGING END INTERMEDIATE FRAMES OR
6 2 x4 BENT (TYP.) HEADERS W/ 4&4 16d
TYP. SLOPE AT KNEE JOINT OF NAILS 0 2.4 FRAME
i�12 BENT
I x 4 BRIDGING - TYPE 11 SECTION THRU HEADER i
f- 2 x 4 STUD (TYP.) SCALE 1 117 = 1'd
SCALE: N.T.S. �•_� llyx % _ <
lI..YY m 3W PLYWOOD FLOOR OVER' `
occup=LI-ry / Y (TYP.) 2 x 6 P.T.P.
�p10OW irli., SEE ATTACHMENT DETAILS
W-wd velocity
Fin Ratii.r of Etr<. W-1& �
-0 40'' MAX LENGTH 171pMf STA 401 crz Xt 1(a xr
�:/� S VARIES"(8'd TO 174n
2•d O.C. MAX. JOIST SPACING Allow• Floor or L'i X
�P�O� Dllte rNOR INFORMATION NOT SHOWN SEE END ELEVATION WITH DOOR
x ! t� END ELEVATION FOUR SKID MODELS
M,.f. SCALE: 114• a 1'd
don.comply-iillh d1t
t M111fiWMillod Bid.
i.d adopted Coda and
ISOMETRIC OF SHED Mere to the foB citcrw
CS
4. 4 RUNF�C*Vai of this DaLwsLen' C AFt 2YOt
Ambmize or App��'MY IJTion
From the rcgsii "'S Of ,pk,Lk oink
w statc LAWS
FLOOR FRAMING PLAN
SCALE: 1 fat' = 1'd
(TYP.) '
n n If n n it I n
to 7
IL
In
'h
lr--
S'd
(Nr
(MAX)
SIDE ELEVATION WITH DOORS & WINDOWS
. SCALE: Or • Pat
2'-0'
2x6 P.T.P. PLATES FOR
SHEDS OVER 16' IN LENGTH
3W PLYWOOD FLOORING
4 x 4 RUNNER
2 x 4 BOTTOM PLATE (TYP. ALL
AROUND)
2 x S BENT (rYP.) (SEE SIDE
WALL ELEVATION)
WINDOW / DOOR HEADER
2 x 4 HEADER
2. 4 BEMT (TYP.)
1 x 4 BRIDGING
2x4SILL
2 a 4 BOTTOM PLATE
SEE DETAILS FOR
.CONNECTION
OUTSIDE WIDTHS:
W-6', 10'-6', 12'-6'.
Nd
cc
1129
r
� z r,
PU
P
�
®mil
1®
Cot cc
CL W PO r-1"
Q U in zt
SINGLE WIDE ARCH W/ OVERHANG
SCALE: 114--V-V
LLJ
9
LL
cpVMU
3 prodUCts in
'Iancd with
kt Approval
W 0 LLA 3-- r x 7 PRESS PLATES BOTH
Q. �3 W ;;R SIDES ALL JOINTS
W = LL8 17
C" CO = M .i2'.
W LL.t (21 >z *.%: 2.4 CONSTRUCTION
9�-¢M0
Qf
ALUMINUM DOOR SKIN ON
BACK & BACK
DOOR CONSTRUCTION
(OPTIONAL) ^
N II
L
II
WIRING DIAGRAM
(OPTIONAL ELECTRIC)
SCALE: N.T.S.
ALL WIRING SHALL BE MC CABLE 14 GA
(2) WIRE WIG. ALL METAL BOXES
2' x 2' SQUARE WASHERS
3/8" x 8' FORGED 3/8" . 2' BOLT W/ (2)
EYEBOLT aWappASEEH�EE��RS & NUT (A-24
S NAM A-24 STRAP
(1,200g UPLIFT)
SIMPSON HS-24 (1) 3/8" x 3' (1.200#
UPLIFT RATING) EXPANSION
BOLT OR WEDGE ANCHOR
TA
INTO SLAB ® SPACING
~ 4 (PER TABLE-1)
SHED W1 SKID ATTACHED ACHORED TO CONCRETE
SCALE: 1 1 rS = 1'd
(1)'3/8" x 5" (4008
UPLIFT RATING) WEDGE
ANCHOR INTO CONCRETE
SET UP AND INSTALLATION OF -SINGLE WIDE SHED
0°002
I. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C. TO ALLOW FOR
9/10/2003
2/14/2004
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE. PROPERTY LINE, ETC.`
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUNDIS ESTABLISHED THE
10/19/2004
BUILDING IS'SLOCKED ON HIGH SPOT AND LEVELED: THE OTHER END ORTHE BUILDING IS
11/05/2004
BROUGHT UP TO' LEVELAND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
12/28/2004
TO LEVEL, BLOCKED, AND THEN SHIMMED:::
03/09/2005
3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDEDTO ACHIEVE THE CORRECT
SPACING.
d: ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF, BUILDING. HOLES ARE GRILLED
D
I
THROUGH THE 2 x 4 BOTTOM PLATE WITH 10 AUGER BRAND THE EYEBOLT 19 FASTENED
INTO PLACE_ THE HOLE IS DUO FOR 37 EARTH ANCHOR AND BACK FILLED. THE EYEBOLT
BOLT:
AND AUGER ANCHORBEATTACHED
ntl (f_
2t
CO CRH Erxr
S. IF UNIT TO ATTACHED TO CONCRETE sUB, THE BUILDING IS BET ON SLAB SHIMMED
Dig APPROVE
\\V/ r`
OP TO LEVEL A'3R- HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-12' OFF RIM i'1 t� ,�{{'i�
E 31
J'
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN 1: BRACKET OR
SIMPSON STRAP IS PLACED OVER THE 3Ar WEDGE ANCHOR, A Ire x r BOLT IS THEN
FASTENED THROUGH THE EYEBOLT AND V BRACKET:
DOCUMENT
9. IF NO FLOOR UNIT BUILDING IS USED, ANCHOR WITH 31W x S• WEDGE ANCHOR CENTERED
BETWEEN EVERY WALL STUD.
GENERAL NOTE§ 3 SPECIFICATIONS FOR AUGER ANCHORS
S
1. Budding anchor shall be "moods'ham.'typa.a30 eblph h.� eye aupel anolon mwWasturod byStyle Croat of Fro.manL OH.
Mo durum .mwabh uplift 2,00011or quimlent. .
2. Anchoring system to groundpar beat building code (by d.rd r), Loeb ..he. per Table 4 through the bomm plate.
3: Ancrom shell ha placed through the bottom PI•V and floor system,
Table.l, •Shed Ancorin4 to. Concrete;Slob. Table 2 Runner SpacingAF
Shed Widt
. #4] II1t Sid! ' oG
eAnchor-Soodn Si
14'-W
, 200 a / UP
4'd
Ai7d .
24001 LF
I I Od.
- 200111ILF
I a'd
'0 B'd'-
180//LF
TS'
Shed Widl
X1
X2
X3
_ 14'd
1'-10 lrI,
r
G-fir
12'd
7•6.117
Bill
19d
-
Bd
g
eat
. (.� -.-
` TD61-e 3 Su ort_.Eociing_P..ad-Spacing for-Runner-Blocking-For-Smgle`or-'Double-Double"
`-K
L. \ Shed
Description
Pod
End Pod
Side Runne
Pad Type
Interior
Pad
Side Runne
Pad Type
ize l
T e.'
LW -- PL
� End Pad Max S ocin
/ 74'
SW 0
4.,3 3
to 3- 5 B-
1936
It or 111
1879
II or III
4 2
`D_to 3 - 8 0'--
-1435 ^
", 1
1640 _
_. I
12
SW
6.00 - 4
U -10..3 - • 5--4- - _
_2558
It or III
2558$
o or III .
\110.
I SW -
5.00 4
m to 3- 6-0.2400
II or III
24001
II or -III--
'
Nobs.
1. Pad spacing is end to center of pad.
2. Pads other than end pads. spacing is center to venter.
1 use a.. s acina for interior -runner.
T e
Pad Dimensions.
Max. Load
Material
I
r x 8' x 1S
' .1,778 •
coner.t. bock usl' e.m.m & and erbl
II • -
4' x e• x ,e•
1 3.5000
-rate block ue' anent& •ard mht
III
1 lrx14
1 3.950/
JASSphurtipad..
SLAB
- l.ea wxnn an runner ._. -
SLAB AT SPACING Bu.d on 2,000 PSF •Iowa6U ad Drouun. Sal promo xMl be wrifi.tl by 6eW Demromebrtest or aads lab report. Geek w.h
(PER TABLE 1) an0lnurBsollpmsunhhsstran2,000PSF.
NOTCH OR COUNTER SINK Nobs:._
BOLT THRU 2 x 4 1. Hallow or silid concrete blocks may be stacked an pads for high sets up to 48max. with out
1-1/2- MINr, reinforcing..
2. Pads required _og.a ,•_12' & 14' wide sheds only. t
2 x 4 BOTTOM PLATE ® aD1e_4o Anchor"Spacing"Of_AV4er Type Anchors For Single-31fide3 0
NAILED TO 2 x 6 BASE
4 'a• 30 Eye A er Anchor cr 30 CD Coral Anchor O 0
N
11 �y N
SHED WITH FLOOR REMOVED ANCHORED TO CONCRETE 4 cai W
SCALE: 1-1/2" = 1'-0' iQ. 0
SIMPSON MS-24
TYPE I OR II CONCRETE PAD
W/ BLOCKING AS REQUIRED
11i x r FORGED EYE BOLT
:SHED W/ SKID A'17ACHED
STRAP DETAIL
SCALE: 1M' • t'd
SINGLE HEL'IX.AUGER-ANCROR7
SEE TABLE 4 FOR SPACING
SCALE: N.T.S.
Shed Siz
LW
U I�Tt PL
End Anchor
Nax. Intenor Soacin
_ ,1'd
7.oD
243 _
_�-,dta.3.4"✓
__-�-T ,•�-�a -
tTd':
S-:OD
20B'
idle 3'd
tad--s:otr-
iT4
1db3•d
ta-0•
e'd
4.00 '
139
1 d l0 3'd
7T4T
FORGED EYE BOLT OR 1/2"
Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds
Eye Au
V
?J
THREADED ROD W/
30 er,AnUor ••
,�S•j
2" X 2" WASHER & NUT
CAPACITY)
Shed Siz LW Uplift PL
20d . 10.0V 401
End Anchor•• Max. Interior S ocin
-.11, 1. 5'd'
.�
.
(2.000 +
UPLFT
Load width of uplifton runner.
"
v
W
J Q
SEE STRAP DETAIL
Loostion of end .uger ar slab anchor:
r Anchor spacing example: 30' sugar or 3Ar x 2414• expansion hobs.
,7+
1 /2" x 2' BOLT W/ (2)
WASHERS & NUT
(2,000 + SHEAR
Nobs:
All
+•1
CAPACITY)
1.A Anchor spacing is based on 3 second wind gust at 150 MPH per
'C'.
�A
4/J
GRADE
ASCE 7-98. Category Importance. Factor 0.77. Enclose Building.
N.LP.C. 0.18.
y
2. All measurements listed above are center to center of anchon.
13
3. The minimum number of auger anchors is (4). (1) 0 each corner of
pJ
Z
shed for sheds less in length than the maximum.
4. The minimum edge distance for expansion bolts is 8 diameters or 5"
q
for 3/8' expansion bolts.
5. Anchors shall be on side walls except when shed is placed next to
�1
aw
fIl i m w w $
fisting building, m which anchors can be placed on and walls as close to
C
`
W es os possible.
'p
r x 7 GALV. WASHER
FORGED EYE BOLT OR 1/2'
THREADED ROD
1 rr COUPLING
t fr x 1 Ifr BOLT W1(2)
WASHERS (2.OW/ • SHEAR
CAPACITY)
1?.4'FORGED EYE BOLT
30- HURRICANE ANCHOR
ftb
CORAL EYE AUGER ANCHOR
SHED DESIGN LOAD RE DIRE E 6 S.
.roa..�
for the 2004 Bulldln Ca
0. S
Bads filledPnrFn y Cis- ''ee�11
N
qz • o.wise(Kz)(txtXKtl)(y t par ASCE 7-e0 (� •�i"
Ks • 0.89 Espawn C; Kzt =1.0
Kd n0.93:I.0.77tV=150 MPH
qz =3204 PSF
W a qc x 0.e5 • 27.24 PSF
I hereby cMINj that I hen roW.wM tlwr Dhm abrrp win al the building mahrhio and
tt
cempaaNa ua.d in tin memderxwng mtn. Ywd.. The m.bri.Y and mmporuma eitlar
Mn Florida Produce Approval.. required by Florida Building Commhormr Ruh (Chapter
W
a R
9B•72) of w.ia rarulyzfd u4bp Ina Rational Method.nd Alowxbio 9tn.• D.elpn. AO mabrhY
� � c .
and wmponeitls txunDy with the 2001 & 2004 Florida Building Code tot a 150 MPH what
v.bcxy, eaaio and pbwun o17/:T4 PSF, I = 0.77, Encased Building, Expowro'C•, and
C
N.I.P.C. = Qt&., Root LM Load • 20 PSF, Roof Dnd Lxrad • 3 PSF, Flacr'N. lased = : 6
PSF, Floor Dead Load = s PSF.
W i � a
YaY1 Mfid Fora Retaliating Sptana
Roof Wall
°
NIA
Compmsnts
w 31 ze
a gaddrtq
Opa1Q1 (EHaativa) Prwaoava (f'SIF)
1
;1
Zone
Wind Area
+
-
Zone
Wind Arec
+
-
10
to
29
10
31
34
1
m
n
n
4
20
30
32
so
14
2e
so
-3
31
Zone
that Area
+
-
Zone
Wind Area
-
70
19
�
10
3r
a2
21163 20 77 SS 5 20
sD u n so 2e 3s j �.t
Lawrence E. Bennett, P.E. #16644
a/ t