HomeMy WebLinkAbout03080121.3Q
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m \\------ - - - - - - - - - - - - --------------- --J - I I �LAM BEAM
\ in 18„ll
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3'- 5 ACCESS ACCESS 211,6 WALL
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UP4'-O" I I I
S J015T LAYOUT -ITO AGGOMODATE _OI II I--_______RECE55ED HEARTH S x JFIREBOX A55EMBLY I I66 9,15 TREADS ® l l m I I / /
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p I 2Xb WALL / 2 �V
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12'I
(V
-O'I I ® 10'-3" I F 4'_O�
THICKENED 5LAB
(- UNDER 5TAIR, I I
BEARING WALL I I I
I �
c°
12'-24" 12'-2�" dJ
3'-O�" LAM. COLUMN 2 -g
- - I r - - , DROPPED 11 1/8" r , FOUNDATIION FWALL I I I I 3'-l0" 2'-D"
LAM BEAM I I _
rm
17, 7771-7
LAM. COLUMN L - - - J L _
HOLD I" FROM LAM COLUMN II 4'-3"
/ FOUNDATION WALL � � ji- I
ON 36" x 36'" I l
PAD
I I
Lull, \
- BASEMENT Q i
V150UEEN UNDER 5LAB J
lil I
I
I III
III ' I
I I ,II 6
�—
\ II
\ \ -LAM. COLUMN
HOLD I" FROM _ _ _ LAM COLUMN _ _ _ i _ FLOOR STAND
\ \ FOUNDATION WALL r , ON 36"x36" r -_71 c1O% GA5 DRAIN O PIPE /
\ \ \ I I PAD I I FURN w/
TOP OF I - JOIST
4"x4" BRICK LEDGE
GONG. BLOGK 'n
2" PERIMETER m
RIGID STYROFOAM -'
INSULATION
16"x8" DEEP
OGONG. FOOTING
I
-4"
"' "" ""'IGK LEDGE
PORGH SLAB
GONG. BLOGK
O
16"x8'" DEEP
GONG. FOOTING
TOP OF I -JOIST
GARAGE SLAB
GARAGE SLAB = GONG. BLOGK
-' GONG. BLOGK 2" PERIMETER
RIGID STYROFOAM
INSULATION
16"x8" DEEP 16"x8" DEEP
GONG. FOOTING
O® GONG. FOOTING
N
4"x4„ GARAGE SLAB
BRIGK LEDGE
GONG. BLOCK
I6 "x8" DEEP
OGONG. FOOTING
5
FOUNDAT�ON SECJIONS
SCALE: 114"=I' -O"
I
I I
— --- ---- --- ----------------------
---------------------------- --� I
5
SGALE: 1/4"=I' -O"
170L)r),bot I orl I,::, � orl
SGALE: 1/4"=1'-0"
WATER
PROOF I N6
PERIMETER
DRAIN
Q
4"x8" BRIGK LEDGE
(2) #5 BARS CONT. (2) #5 BARS CONT.
HORIZONTAL ® HORIZONTAL @
B5M'T. WALL5 p B5M'T. WALL5
4" GONG. SLAB
16"x8" DEEP
GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
4" GONG. SLAB
16 "x8" DEEP
GONG. FOOTING
M
ZONED
I IVAC
FOUNDATION NOTES
1. ALLOWABLE SOIL PRESSURE 2000 PSF.
2. FLOOR 5LAB AREAS TO BE GOMPAGTED
TO g5% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" GONGRETE ON 4" OF
GRAVEL FILL.
4. 5TRUGTURAL GONGRETE FOOTING TO BE 2500
PI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET
BELOW LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANGHOR BOLTS 1/2" DIA. x18"
STARTING ® 6" FROM EACH CORNER @ 6'-0" O.G.
AND AT EACH SIDE OF ALL OPENINGS, MIN. (2)
PER PIEGE OF SILL.
6. GRAWL 5PAGE ONLY
A. PROVIDE MIN. 4" PEA GRAVEL OVER
6 MIL. POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2'-0"
BETWEEN BOTTOM OF JOIST TO GRAVEL.
2" RIGID STYROFOAM
INSULATION INSTALLED
ON FOUNDATION
WALLS BY FRAMER
CRAWL AREA ONLY
HVAC SUPPLY &
RETURN TO
CRAWL AREA
x
a
m
DR " NN BY
KLP
CHECKED BY
xxx
DATE
0'7/24/03
SHEET NO
3
DROPPED /H'
dill
HUMIDIFIER
W YP I
I
I BEAM
I
i
m
SI
I �/
- - - - - - - - - - - - - ----�
I
L—
—J q 334,
L— —J
13'-3""
I
gill
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----------- ------
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F
I (Z
3553-2
I
HDR ® l'-8" AFF
III
6
6 �-434 ""
LL
5'-10
III
—PROP FLOOR
i 1 4" x 4� ® 12"O.G.
J--------
RIPPED FROM 1 3/4" x 9 1/2"
--------
--------
FOR SUNKEN5HOWER.
6'-4"
6
3553-2 m
In m
UNIT RO: 5'-10 3/4"
j
X 53 3/4'"
CONCRETE RO:
6'-4 3/4°X40"
i_ 2�O"
_
ABOVE FOOTING
WELL OPENING
1_
TERRACED
WELL
TOP OF I - JOIST
4"x4" BRICK LEDGE
GONG. BLOGK 'n
2" PERIMETER m
RIGID STYROFOAM -'
INSULATION
16"x8" DEEP
OGONG. FOOTING
I
-4"
"' "" ""'IGK LEDGE
PORGH SLAB
GONG. BLOGK
O
16"x8'" DEEP
GONG. FOOTING
TOP OF I -JOIST
GARAGE SLAB
GARAGE SLAB = GONG. BLOGK
-' GONG. BLOGK 2" PERIMETER
RIGID STYROFOAM
INSULATION
16"x8" DEEP 16"x8" DEEP
GONG. FOOTING
O® GONG. FOOTING
N
4"x4„ GARAGE SLAB
BRIGK LEDGE
GONG. BLOCK
I6 "x8" DEEP
OGONG. FOOTING
5
FOUNDAT�ON SECJIONS
SCALE: 114"=I' -O"
I
I I
— --- ---- --- ----------------------
---------------------------- --� I
5
SGALE: 1/4"=I' -O"
170L)r),bot I orl I,::, � orl
SGALE: 1/4"=1'-0"
WATER
PROOF I N6
PERIMETER
DRAIN
Q
4"x8" BRIGK LEDGE
(2) #5 BARS CONT. (2) #5 BARS CONT.
HORIZONTAL ® HORIZONTAL @
B5M'T. WALL5 p B5M'T. WALL5
4" GONG. SLAB
16"x8" DEEP
GONG. FOOTING
WATER
PROOFING
PERIMETER
DRAIN
4" GONG. SLAB
16 "x8" DEEP
GONG. FOOTING
M
ZONED
I IVAC
FOUNDATION NOTES
1. ALLOWABLE SOIL PRESSURE 2000 PSF.
2. FLOOR 5LAB AREAS TO BE GOMPAGTED
TO g5% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" GONGRETE ON 4" OF
GRAVEL FILL.
4. 5TRUGTURAL GONGRETE FOOTING TO BE 2500
PI, 5LAB5 3500 PSI.
5. BOTTOM OF ALL FOOTINGS TO BE SET
BELOW LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANGHOR BOLTS 1/2" DIA. x18"
STARTING ® 6" FROM EACH CORNER @ 6'-0" O.G.
AND AT EACH SIDE OF ALL OPENINGS, MIN. (2)
PER PIEGE OF SILL.
6. GRAWL 5PAGE ONLY
A. PROVIDE MIN. 4" PEA GRAVEL OVER
6 MIL. POLY VAPOR BARRIER.
B. DEPTH OF GRAWL TO BE MIN. 2'-0"
BETWEEN BOTTOM OF JOIST TO GRAVEL.
2" RIGID STYROFOAM
INSULATION INSTALLED
ON FOUNDATION
WALLS BY FRAMER
CRAWL AREA ONLY
HVAC SUPPLY &
RETURN TO
CRAWL AREA
x
a
m
DR " NN BY
KLP
CHECKED BY
xxx
DATE
0'7/24/03
SHEET NO
3