HomeMy WebLinkAbout1155.95.1LEGEND
C.M.U. WALL P.C.L. 'A' ( -32') PIE -CAST LINTELS 621 TAPE 'A' (5ff 88.019
BUTTON OF L INWLS AT 32' BELOW TOP OF CONME
WALL 1OR AS WE OTLEIBQW
0 4'X8' PiE-W LINTELS A - 32' long F - 72' L - 112'
D -40' 6-80' N -120'
as POKED (METE WAIL C -18' H - 8B' N - 121}'
0-56' I -96' O -is,
ABOVE
�� BEAM E -64' 1 -1049 P -141'
18 DROPPED - � r---
LP LINTEL POCKET N -i/8'w z 8 -1i8'h z 4'd TYP.) � � PLATE LIRE NAtlK81 �OTIBi
OP BEAN POCKET ISIff NOTED ON DRANIA61
C.M.U. WALT WITH am WAIL PLATE LINE NAM QME�EMN ML
— — — — — — CONTINUOUS FOOTING WALL PLATE LINE MAR03R WRAIRM
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FOUNDATION NOTES:
1. ALL FOUNDATION WALLS TO BE 8' THICK UNLESS NOTM OTHERWISE N.N.O.)
2. DIIETNSIONS ARE TO FACE OF WALL TYPICAL N.N.D.I.
3. TOP OF STEEL. BEANS TO ALIGN WITH TOP OF FOUNDATION WALLS N.N.O.)
4. TOP OF CRAWL BEAMS ((4)2X121 TO ALIGN WITH BOTTOM BE FLOOR JOISTS (U.N.O.)
5. USE PRIMARY SEWER O W U LOCATION UNLESS SEWER LATERAL IS ON OPPOSITE
SIDE OF CAME THEN USE ALTERNATE ENTRANCE LOCATION.
6. FOUNDATION DIMENSIONS TO ON PORTION OF FOADATION WALL N.N.O.)
7. ALL BASEMENT PORED CONCRETE WALLS ARE 8' IN WEIGHT N.N.O.)
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NOTE: DIEl6ION IS TO
FACE OF 8' C.M.U.
13'-0'
2' -0'
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16'-8'
14'-8'
53'-0'
40' -0'
8'
12'-9'
11'-4'
11/2'
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BASEMENT 1L
- - - - - - - - - - - - - - -
�, 4' CONCRETE SLAB
1 s3 N I 1 ON 6 MIL VAPOR BARRIER I I
ON 4' MIN. OIAMIAR FILL I I
I I 2'-B'w x 2'-O'h IS'
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law ACCESS 2 4' 10 ! 12' I
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DUCT ACCESS m - STAIWT lP L3 RISERS CONCRETE FOOTING I I
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BE - BEAN POCKET: ( °P � `� I I I 3'-i' -OPEN WOOD RAILING �— 1— WOciB -DROPPED --f — I I
6'w x B-5/8'h x 4'd (TYP)
OP
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THICKENED SLAB CONCRETE FOOTING I I
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CRAWL VENT (TYP) ( I 4' MIN. W;AAMA AR FILL _ 1 _ _ _ BOX OUT JOIST FOR
I ON 6 MIL VAPOR BARRIER I ^ - , i I READ CLEARANCE - SEE
DETAIL 2AM
-J I ill I 1 8
8' ' ! /2' 3' -2 3/' 3-0 9-4 4 I 1' -10 3/4'
ND ANCHOR BOLTS
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CONCRETE PAD FTG.
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22' -0' 9'11' 21' -5'
53' -4'
FOUNDATION PLAN
15'-8'
3' -0' I. 3'-4'
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1 s3 N I 1 ON 6 MIL VAPOR BARRIER I I
ON 4' MIN. OIAMIAR FILL I I
I I 2'-B'w x 2'-O'h IS'
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law ACCESS 2 4' 10 ! 12' I
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_ I 4' -03w x I'-4'h I I COLUMN ON 24'x24'xi2'd I i
I
DUCT ACCESS m - STAIWT lP L3 RISERS CONCRETE FOOTING I I
at 811/- / 11 TREADS r —
I I I at 9' I NDSING OVERHANGS L')
BE - BEAN POCKET: ( °P � `� I I I 3'-i' -OPEN WOOD RAILING �— 1— WOciB -DROPPED --f — I I
6'w x B-5/8'h x 4'd (TYP)
OP
I I I I N 1 I
°P 1 WBz18 - DROPPED 1 _ _ _ f;
° I
`° OP I I — — — (3) 2x4 WD.POST ON _ _ _ _ (2J 3-112' DIA. STD. STEEL I i
I I — — — — 24' x 24' x 12'd N COLUMN ON 30'x60'xi2'd ( i
THICKENED SLAB CONCRETE FOOTING I I
i I
16'w x 8'h I CRAWL L_
CRAWL VENT (TYP) ( I 4' MIN. W;AAMA AR FILL _ 1 _ _ _ BOX OUT JOIST FOR
I ON 6 MIL VAPOR BARRIER I ^ - , i I READ CLEARANCE - SEE
DETAIL 2AM
-J I ill I 1 8
8' ' ! /2' 3' -2 3/' 3-0 9-4 4 I 1' -10 3/4'
ND ANCHOR BOLTS
LP
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CONCRETE PAD FTG.
(TYPICAL OF 3)
5' -0' 4'
2'-8 1/2' IL 16' -3' 3'-0 1/2'
22' -0' 9'11' 21' -5'
53' -4'
FOUNDATION PLAN
15'-8'
3' -0' I. 3'-4'
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