HomeMy WebLinkAbout0758.95.1LEGEND
8' C.M.U. MAIL P.C.L. 7W--(-32 PRE-W LIIIIFLS 0 TYPE 'A' ME BRA4
RiDTTOM OF LIMELS AT 32' BRAT TOP OF COIM
MALL OR AS NOM 0THERI EI
i21 4'xog PRE -CAST LIMIEIS A - 32' lag F - 72' L - U2'
B -40' 6 -80' M -!2O'
Be pan mom MALL C - 48' H - 88' N - 128'
0 -56' I -96' 0 -136'
BEAM ABOVE E - 64' J - 104' P - 144'
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LP UMTEL POCKET 0-1/8'r x 8 -1 /89h x 4'd TYP.)
BP BEAM POCKET ISIIE NOTED ON OHAMINGS)
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NOTES:
1. ALL MOTION WALLS TO BE Be THICK UNLESS NOTED OTREINYISE N.N.O.)
2. OINENSIONS ARE TO FACE OF MILL TYPICAL N.N.O.)
3. TOP OF STEEL BEANS TO ALIGN WITH TOP OF FOUNDATION WALLS N.N.O.)
4. TOP OF CRAML BEAMS (N)2xi4 TO ALIGN WITH BOTTOM OF FLOOR JOISTS W.N.0.)
5. USE PRIMARY SERER EXTRAIxE LOCATION AM SERER LATERAL IS ON OPPOSITE
SIDE OF DRIVE THEN USE ALTERNATE ENTRANCE LOCATION.
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L 40'-0' 134' L
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4' CONCRETE SLAB
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( N 6tM AR FILL
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I i 2'- 101/2' 5' -0' 8' -91/2' I I
I I BP I I I LP
BP I W.C.L. C.L. 'E' -32 r -- - - - - - -J L_ - -�
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W 79
ON 6 NIL VAPOR BARRIER ; ; � I CRAWL � � _ _ _
1
ON 4 MIN. sRANULAR FILL I I I 4' NIN. GRAM A FILL I
'S 2'-B'r x 2'-0'h j j I
ON 6 MIL VAPOR BARRIER
CRIK ACCESS
7' -0' 7' -4 3/4' 10'-0 3/4' I 4' 0 1 I
! i 4' -0'r x i' -4'h i
! I
3-1/2' DU. STD. STEEL D� ACCESS
I I ON 24'x24'zi2'd
I I CMCRETE FOOTING 4
STAIR UP 13 RISERS
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I I gp r _ — — — — at B'+ /- / ii TREADS
! i I at 9' wsm DYEiHAtis6 17 1 I
-ER HOOD RAILIR6 I I 4 �•
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I I 3-1/2 DIA. STD. STEEL L _ _ _ _ J — _ I BP - BEAN POCKET:
COLUMR ON 3O'x60'xi2'd �, _ _ _ _ I i 6'r x W8'h x 4'd (TYPI I
I I i C(NCRETE FODTING (3J 2x4 MOOD POST ON
I I 24'x24'xi2'd THICKEN SUB %'v z B
! I I Box OUT JOIST FOR — — — ! i I I `LENT (TYPI
I I HEAD CLEARANCE - SEE � _ _ _ _ < I
DETAIL ON SHEET D4 �•— — • J I )
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! ! i 24' -10 112' I I — I I ' !3' -i 1/2' I
2'-2 3/4'- '3' -2 3/4 5' -1 1/2 B'-0 I 9'1 _ 4 3'-0
--• - -J — — — — — — — — — — —J I ANCHOR BOLTS
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3' -0' 3' -0' I
PRIMMRY 24 x24 x8 d
MATER LOCATION CONCRETE PAD FT6.
(TYPICAL OF 3)
4'
i5' -0'
W u
4' CONCRETE &A I I I I
ON G RMNMAR FILL I ! ( I
I I .C.L. 'M' -24 I P.C.L. '6' -24 ! I I
�.. _ ., L _ ' _ J GARAGE , I
LM OVER I I i I
4' CONCRETE SLAB I i
1 ON GRAN" FILL I
5' -0' 5' -0' 61-0'
1 �
4
I i 1 i
STUD MALI' ABOVE M14
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1
L - - - - -J L - -_ - -J
2'-8 i/2' 16' -3' 2'-8 1/2'
201-9' 10' -7'
53'-0'
FOUNDATION PLAN -
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SCALE: 1/4' = V-0'
1: