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LINTEL G OVERDID • — — — — _ _ _ _ — AS RI C-0, POCKETS
BY WALL CONTRACTOR - I
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• 1 SU3°PORT FOR NAERTW AS NECE6 MY \ \ \ \
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8" X 9' POURED CONIC. WAI1S
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4" MIN. GRAVEL FILL
2X6 BEARING WALL
( I i W/ TMCKEtE;D SLR 20' -31'2" 1444" I 3
.. ! BY FLOOR CONTRACTOR — 3" d1e POST BURIED 1 I
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IN WALL ON 36'X36"X12" PAD I ' • I
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------- -r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I -- BEAM AS REQUIRED I I I I DROP BRIGK LEDGE tFTo
1 24' BASED ON EXISTING GRADE
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t O O WA WIS. TANK DROP FOR HVAC RUN I I
BATH - - - - - - - - - - - - - - - - - - - - - - - - - -i- - - - - - - - - - - - - - - - - - - - - - - - I I
i l I Q FLOOR DRAM I I
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134"
d EXMV Ate DROP CONIC AS REab, POCKETS I I i , LINTEL +g OVERDID
WALL " --�
L T10N TO BY WALL CONTRACTOR I I AS REab, POCKETS
A I I BY WALL CONTRACTOR
48'-4"
B' -b"
EXCAVATOR TO HOLD OVERDID TO 42'
MAX- AT THIS LOCATION FOR PORCH
FOUNDATION LAYOUT
SCALE -1/4" - I' -0"
4
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IM!
I CIAR;4CSE SLAB o I t
1 Y 4' CONC. SLAB OVER p I I
i N 4' MX GRAVEL FILL
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i DROP I COURSE 0 ALL OPENINGS k 1
—4 ------ I---------------------- -- 4---- - - --'j
4'-21'2" i 16' -3" 1 4' -2V2"
5' -lib"
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fV
HOTES•
0 ALL SOS. BAG? ON 3000 PA,L
2) ALL CONCRETE MIH. 3000 PBJ, tr 20 DAYS.
3) ALL FOOTINGS ARE 16' ODE X 8' DEEP MUMS
NOTED OTFEIllUISE,
4) ALL WALLS ARE 8' TWICK W/ SAGNMENT WALL WT. AS
NOTED AND "RAGE/ CRAK./ 6LAB VAI1.6
Y'-8' w*w uNLm NOTED orAmtmL
5) TIE CONTRACTOR GWALL VERIFY ALL COWTIONS
AND illUDGE FOR TWEMOLVES T14E SWxTABLITY OF
TI4E PLANS IN RELAWNSW TO TW VA Gm
6) DRAWINGS SIIRVE AS A GUIDE TO IM CONSTRUCTION
OF TIE BUILDING, AND IN NO WAY DICTATE ANY OF TNE
LOCAL AND / OR STATE BU3LOM COM, TW@REFOR
IT IS TIC CONTRACTORS RESPONSOLITY TO REVEW
ALL PLANET FOR ACCURACY AND CLARITY AND TO
MIRE THAT ALL GU BS ARE CLEAR AS TO THE SCOPE
OF TWER WORK. TWE CONTRACTOR ULL ASSUME ALL
RESPONMILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DISN&I",
1) ALL STRUCTURAL. MiEMIlIRS AND BEAMS, ARE BASED
ON AN ASSUME NEW, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND 6M IF NOT SWONK
111
11.1
111
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DATE: 0312-8
DRAWN BTU J.FIp►,k,
bGALE� AS SR mumommosowmwo
R I IONB:
SWEET
I 13'-4' � 3=
' -0"
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2X6 BEARING WALL i
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W/ THICKENED SLAB I
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FORM AND DROP SLAB
UP 15
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48 THIS AREA AS SHOWN bump
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4
to
!
8 -C It
134"
d EXMV Ate DROP CONIC AS REab, POCKETS I I i , LINTEL +g OVERDID
WALL " --�
L T10N TO BY WALL CONTRACTOR I I AS REab, POCKETS
A I I BY WALL CONTRACTOR
48'-4"
B' -b"
EXCAVATOR TO HOLD OVERDID TO 42'
MAX- AT THIS LOCATION FOR PORCH
FOUNDATION LAYOUT
SCALE -1/4" - I' -0"
4
Ln
N
IM!
I CIAR;4CSE SLAB o I t
1 Y 4' CONC. SLAB OVER p I I
i N 4' MX GRAVEL FILL
I I N I I
I m I f
w I 1
I I I L I I
i I i I i
i
I I I i
I t I I
I i I I
I I t I
I I
I t
I I
I i i I I
i I i i
-- - - - - - - - - - - -
- - - -I I
I 1-
- - - - - - - - - - - - - - - - t
i DROP I COURSE 0 ALL OPENINGS k 1
—4 ------ I---------------------- -- 4---- - - --'j
4'-21'2" i 16' -3" 1 4' -2V2"
5' -lib"
Q
fV
HOTES•
0 ALL SOS. BAG? ON 3000 PA,L
2) ALL CONCRETE MIH. 3000 PBJ, tr 20 DAYS.
3) ALL FOOTINGS ARE 16' ODE X 8' DEEP MUMS
NOTED OTFEIllUISE,
4) ALL WALLS ARE 8' TWICK W/ SAGNMENT WALL WT. AS
NOTED AND "RAGE/ CRAK./ 6LAB VAI1.6
Y'-8' w*w uNLm NOTED orAmtmL
5) TIE CONTRACTOR GWALL VERIFY ALL COWTIONS
AND illUDGE FOR TWEMOLVES T14E SWxTABLITY OF
TI4E PLANS IN RELAWNSW TO TW VA Gm
6) DRAWINGS SIIRVE AS A GUIDE TO IM CONSTRUCTION
OF TIE BUILDING, AND IN NO WAY DICTATE ANY OF TNE
LOCAL AND / OR STATE BU3LOM COM, TW@REFOR
IT IS TIC CONTRACTORS RESPONSOLITY TO REVEW
ALL PLANET FOR ACCURACY AND CLARITY AND TO
MIRE THAT ALL GU BS ARE CLEAR AS TO THE SCOPE
OF TWER WORK. TWE CONTRACTOR ULL ASSUME ALL
RESPONMILITY FOR ERRORS OR OMISSIONS IN
DESIGN OR DISN&I",
1) ALL STRUCTURAL. MiEMIlIRS AND BEAMS, ARE BASED
ON AN ASSUME NEW, CONTRACTOR TO VERIFY
ACTUAL NEEDS AND 6M IF NOT SWONK
111
11.1
111
I
NI
Q
c
C
woe
DATE: 0312-8
DRAWN BTU J.FIp►,k,
bGALE� AS SR mumommosowmwo
R I IONB:
SWEET