HomeMy WebLinkAbout1026.95.9G.W.B. OVER VAPOR
BRIER W/ R -3 INSUL.
'WEEN 3/4' P.T. VERTICAL
RING a 24' O.G.
:ONG. SLAB
a0 P.S.I.) W/
10/10 WWM. - - - --
6 MIL. VAPOR
BRIER
COMPACTED FILL
STANDARD DENSITY
FSAW
J SCALE: 314': r-r
e
' G.W.B. OVER VAPOR k*
%RRIER W/ R -3 INSUL. L
:TWEEN 3/4' P.T. VERTICAL
RRING a 24' O.G.
CONC. SLAB
300 P.S.I.) W/
b 10/10 W.W.M. - - - - - -
1D 6 MIL. VAPOR
%RRIER
OMPAGTED FILL
'ANDARD DENSITY
x 20' CONC. FOOTMG
'3) 5 DIA RODS CONT.
CHAIRS
FOR MASONRY
SCALE: 314'= r-0'
Ill' G.WB. OVER 2x4
STUDS a 16 "O.C.
R -11 BATT INSULATION-- -
4' CONC. SLAB
(2500 P.S.I.) W/
6x6 10/10 W.W.M.
AND 6 MIL. VAPOR --
BARRIER
N COMPACTED FILL
STANDARD DENSITY
STORY)
FINISH PER ELEV.
8' CM.U.
FINISH FLOOR
8' F.HA HEADER
c0
e
(TWO STORY)
FINISH PER ELEV.
2x4 P.T. SOLE PLATE W/
1/2'x8' ANCHOR BOLTS
(W/ 6' MIN. EMBEDDMENT)
W/ 2'x1/8' WASHERS + 21' O.G.
AND ALL CORNERS -
8' F.HA HEADER
i0
A ?
—10' x I6 CONC. FOOT ING
W/ (2) 5 DIA. RODS CONT.
—ON CHAIRS -
�--1 EX?ERIOR FRAM W,AALL (ONE STORY)
u SCALE 314': r-0'
lll' GlUB. OVER 2x4
STUDS i I6 "O.C.
R -11 BATT INSULATION
4' GONG. SLAB
(2500 PS.I.J W/
6x6 10/10 W.WM. - AND 6 MIL. VAPO
BARRIER
NN COMPACTED FILL
6 STANDARD DENSITY
FINISH PER ELEVATION
2x4 P.T. SOLE PLATE W/
�- 1/2'x8' ANCHOR BOLTS
(W/ 6' MIN. EMBEDDMENT)
W/ 2'x1/8' WASHERS a 21' OC.
- — AND ALL CORNERS
8' F.HA HEADER BL K
cp
B Z
10' x 20' GONG. FOOT
W/ (3) 5 DIA. RODS rT.
ON CHAIRS
5CALE 314'= r-0'
.i
EX1'RIOR PRA UXL Ual
W.U. w'= r-V
1/2' G.W.B. OVER 2x4
�— USE GALVANIZED MTL TIES
SPACE 24' oz. VERT. AND
36' oz. HORIZONTAL
BRICK VENEER W/
1' MIN. AIR SPACE
�— 2x4 P.T. SOLE PLATE W/
1/2'x8' ANCHOR BOLTS
W/ 2'x1/8' WASHERS a 21' O.G.
AND ALL CORNERS
FLASHING
WEEP HOLES a 24' CENTERS
8' F.HA. HEADER co NV
FILL W/ MORTAR 9
BELOW FLASHING
10' x 24' COMC. FOOTI
W/ ( 3) 5 DIA. RODS CONT.
CONDITION)
10' x 20' FOR ONE STORY
CONDITION W/ (2) 5 DIA. RODS
REFER TO PLAN
STUDS 16' oz.
1/2' G.W.B. OVER 2x4
W
STUDS a 16 "O.C.
FINISH PER ELEVATIONS
R -II BATT INSULATION
CONCRETE )
4 Ifl' BASE
8' C.M.U.
x 6' ANCHOR BOLTS
4' CONC. SLAB
4' GONG. SLAB
FINISH FLOOR
12500 P S.I.) W/ - - - - - -
6x6 10110 W.WM.
_
AND 6 MIL. VAPOR
8' FHA HEADER
BARRIER
dJ
ti
I -5 REBAR 8' -0'
10' x 16' CONIC. FOOTING
0
CLEAN COMPACTED FILL
p
a 95X STANDARD DENSITY
10' x 16' CONC. FOO ING
a
W/ (2) 5 DIA. RODS'�014T.
ON CHAIRS
C
STORY)
FINISH PER ELEV.
8' CM.U.
FINISH FLOOR
8' F.HA HEADER
c0
e
(TWO STORY)
FINISH PER ELEV.
2x4 P.T. SOLE PLATE W/
1/2'x8' ANCHOR BOLTS
(W/ 6' MIN. EMBEDDMENT)
W/ 2'x1/8' WASHERS + 21' O.G.
AND ALL CORNERS -
8' F.HA HEADER
i0
A ?
—10' x I6 CONC. FOOT ING
W/ (2) 5 DIA. RODS CONT.
—ON CHAIRS -
�--1 EX?ERIOR FRAM W,AALL (ONE STORY)
u SCALE 314': r-0'
lll' GlUB. OVER 2x4
STUDS i I6 "O.C.
R -11 BATT INSULATION
4' GONG. SLAB
(2500 PS.I.J W/
6x6 10/10 W.WM. - AND 6 MIL. VAPO
BARRIER
NN COMPACTED FILL
6 STANDARD DENSITY
FINISH PER ELEVATION
2x4 P.T. SOLE PLATE W/
�- 1/2'x8' ANCHOR BOLTS
(W/ 6' MIN. EMBEDDMENT)
W/ 2'x1/8' WASHERS a 21' OC.
- — AND ALL CORNERS
8' F.HA HEADER BL K
cp
B Z
10' x 20' GONG. FOOT
W/ (3) 5 DIA. RODS rT.
ON CHAIRS
5CALE 314'= r-0'
.i
EX1'RIOR PRA UXL Ual
W.U. w'= r-V
1/2' G.W.B. OVER 2x4
�— USE GALVANIZED MTL TIES
SPACE 24' oz. VERT. AND
36' oz. HORIZONTAL
BRICK VENEER W/
1' MIN. AIR SPACE
�— 2x4 P.T. SOLE PLATE W/
1/2'x8' ANCHOR BOLTS
W/ 2'x1/8' WASHERS a 21' O.G.
AND ALL CORNERS
FLASHING
WEEP HOLES a 24' CENTERS
8' F.HA. HEADER co NV
FILL W/ MORTAR 9
BELOW FLASHING
10' x 24' COMC. FOOTI
W/ ( 3) 5 DIA. RODS CONT.
CONDITION)
10' x 20' FOR ONE STORY
CONDITION W/ (2) 5 DIA. RODS
REFER TO PLAN
STUDS 16' oz.
FINISH PER ELEVATION
W
OVER 1/2' SHEATHING
FILL BLOCK W/ Q
OVER 15" FELT ON P.T.
CONCRETE )
2x4 SOLE PLATE W/ 1/2'0
Ea
x 6' ANCHOR BOLTS
4' CONC. SLAB
I (W/ 6' MIN. EMBEDDMENT)
W/ W.W.M. REINF. - - - - -
c0 W/ 2' x 1/8' WASHER a 21'
_
O.C. AND ALL CORNERS.
FILL)
>,
a
GLEAN COMP.
o
I -5 REBAR 8' -0'
10' x 16' CONIC. FOOTING
_
O.C. MAX.
W/ (2) 5 DIA. RODS CONT.
p
ON CHAIRS
I
SCALE: 314'• r-r
2x8 PT NAILER
(EXCEPT W/ FRAME)
I
3/4' RECESS IN SLAB
WATER STOP
4' GONG. SLAB FINISH FLOOR
(2 500 P.S.I.) W/
6x6 10/10 W.W.M.
AND 6 MIL. VAPOR
BARRIER
CLEAN COMPACTED FILL
a 95f. STANDARD DENSITY I
lo
4 Ill' CASING
ALUMINUM THRESHOLD
4' CONC. SLAB
(2500 P.S.I.) W/ _ _ _
bxb 10/10 W.WM.
AND 6 MIL. VAPOR
BARRIER
8' CM.U. OR
/ 2x4 (OR 2x8) FRAME WALL
OR —EXPANSION JOINT
2 Ill' LARGER
THAN FRAME WALL
SLOPE TO R/W
10' x 16' CONC. FOOTING
W/ (2) 5 DIA. RODS CONT.
ON CHAIRS (ONE STORY)
(ONE STORY)
PER MFG.
SPEC'S.-
3/4' RECESS
a SLIDING
GLASS DR-�
SILL FORMED
ON SITE
SLOPE 1/4' SLlpli C�LaSS pR
PER
T
JOINT
.y -i • • • - "ALI
- - --
SCALE: 314'= r-D'
C-sa rage Residence
R -11 BATT INSULATION 1l1' G.W.B. OVER
2x4 STUDS 16' oz.
4 1/2' BASE
2x4 P.T. SOLE PL. W/ I/2'0x8'L.
ANC, BOLT Y/ 2'x1/8' WASHER a 21' O.C.
SLOPE `V
L -1 1
- - -- _ 1
n
I TNI� Sl.,4B �
SCALE: 314': 1-0
4, 1' -0'
(2) 5 DIA RODS CONTINUOUS
ON CHAIRS
1/2' G.WB. OVER
2x4 STUDS 16' oz.
SST -MAS OR 4 I/2' BASE
1/2'0x8' A.G. W/
2'x1/8' WASHER
24* O.G. 2x4 P.T. SOLE PL
0 =
i
I
(3) 5 DIA. RODS CONT.
ON CHAIRS
10' 1' -8' 10' -
-- 1/2' G.IUB. OVER
2x4 STUDS 16' oz.
SST -MAS • 24' O.G.
4 1/2' BASE
2x4 P.T. SOLE PL
- --a- • - - -. - - - •- - -
0i i
(2) 5 REBAR
BE a
x x r�
� /AREPR
L !RED_
2x4 STUDS 16' oc.
Li BEARING WALL
1/2' G.wB.
8.
J -- - - -- 2x4 PT SOLE PLlATE
U_
W BASE AS SPEC
1x6 PT NAIL R
SST -MAS a — — —
24' O.C.
(3) 5 DIA. RODS CONTINUOUS
ON CHAIRS
6' 1' -8' II 1/2'
SCALE: 314':1' -0'
U
U
m
N
SLOPE 1' PER 10'
m
—Y— —•— E
O
9
Ox 4' CONIC SLAB 0
o
-- 2 LAYERS OF W WM. E
3' -0' FROM EDGE.
(2) 5 DIA. RODS V-0
CONT. ON CHAIRS
GLR 3' ;
or
m
a
m
M PATIO BEARING FOOTM
SCALE: 314': 14
°
I ,
�3*
6ST -CBS66 i
W/ 2 -1/2'
BOLTS IN
POST
1- 5
0
PATIO BE
SCALE: f314'. r-0
SCALE: 314'- 1'-0
1 -5 CONT.
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WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
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OVER SCALE DIMENSIONS. Contractors shall verify
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.—
and be responsible for dimensions and conditions
3' -0' FROM EDGE.
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of job and Home Design Services, Inc. must
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be notified in writing of any variation from the
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UTILITY C ASE
0SCALE: 314' - r-O
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GROUT SOLID
AS NOTED
revisions
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CP
to g
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—N
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drawn by
HDS
checked by
HDS
date
11 -5 -93
scale
AS SHOWN
job n o.
94 -33OM -3841
drawing no.
9
sheet of
1
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d
:Mi
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—1 -5 x 2' -0' OVER
o
8'x8' CHASE IN
GONG, BLOCK STEM
Ic
WALL.
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F'
GROUT SOLID
AROUND PIPE
E
E
°
—CONT. CONC. FOOTING
w
a�
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p
m
L
p
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WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE
m
OVER SCALE DIMENSIONS. Contractors shall verify
`n
and be responsible for dimensions and conditions
o1
the
of job and Home Design Services, Inc. must
m
be notified in writing of any variation from the
m
dimensions, conditions and specifications appearing
o
on these plans.
_
Details & Sections
AS NOTED
revisions
('� Z
CP
to g
0
—N
Q%
r�
ox O
vi
drawn by
HDS
checked by
HDS
date
11 -5 -93
scale
AS SHOWN
job n o.
94 -33OM -3841
drawing no.
9
sheet of
1