5827 SW 77 TERR_EB-10-050-006 Revisions
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MARK BOTTOM TOP REMARKS
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(COORD. W/___ ____
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WALL FOOTING SCHEDULE - I j
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MARK IL ® CONTINUOUS TRANSVERSE REMARKS
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9 I I F-1 ! CORNER BARS (TYP.) [ Cc
MARK THICKNESS VERTICAL REINFORCING HORIZONTAL REINFORCING RE ARILS
IN GROUT CELL I I
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No. 9 D E TYPE OOK VERTICAL REINFORCING I [ 1 ! .�
m1 " 1,50 4 " O.C. 16" O.C. INTO CONCR E TIE BEAM T.O.S.
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JOINT (TYP.) ! I
REINFORCING I ! I I
ARK. S12 R ARKS I P• I
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IN MORTAR JOINT
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= •":° FOUNDATION/FLOOR PLAN NOTES: { I tv I I I JOINT (TYP.) I I
°. ALTERNATE `�
CMU ORIENTATION ! — — — — — — _ _
1. TOP OF FOOTING ELEVATION IS (-)2 0 U.N.O. ( P.). I ,-1 Pg 1'-82 6'-4" 19-Sf4 2f-3'� I I I C CL
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2. ALL WALLS ARE Yd-1 U.N.O. ! ! I I —�-- { ! I I � �
N I { I I { a N
3. TIE COLUMNS ARE TC-1 U.N.O. ' / I 1 R { [ { I L
(4) 5 <- [ ! 1 I ! ISOLATION [ C o
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-5 4. 4" CONCRETE SLAB ON VAPOR ARRIER OVER WELL i I I h ! I ! i�. JOINT (TYP.} I C
G-4 C
COMPACTED FILL REINFORCED W/ 6x6 - 1.4 x W1.4 I ! I I I I 0
WELDED WIRE FABRIC PLACED 1" FROM TOP. 1 I I I I I I 1
I !
I I I 1
. FOR GENERAL NOTES, SEE SHEET S-1. I I ! I I
. WINDOW SILLS: I I a I I ! I I ( a
PROVIDE CAP' x B" CONCRETE CAP IF. WITH 2 5 r____ I SLA ON GRADE I I { [ I ® U
t t ! C E
CONTINUOUS. EXTEND THE BARS 6" MINIMUM I THE s : I (COO . W/ ! { [ I ! 1 ! E
ADJACENT COLUMNS OR FILLED CELLS (TYP.). I ARC . DWGS.} I I I I ! 1 S
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PROVIDE (2) 30$$x309$ 1 I ! I I I I !
5 BARS AT ALL I ! L _ _ - - ® _ _—___ _ _ _.-.— _ _ ___ _ — __- � �4
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FOUNDATION AND FLOOR PLAN
Scale
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