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DETAILS H E E T S.2
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W T,•E. CCIUSINS
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REVISION
li DATE
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FOUNDATION PLAN
Giese Residence
1016 Sancf uary Court
College Station, Texas
Cen "ral Texas Consulting
99 Spring Circle Loop
Huntsville, Texcs 77320
936-295--0278
DATE DRAWN BY APP'D BY SCALE,.SHEET
7 DWC TEC 1/4" = 1' S.1
u •.
1.0/25/200
#5 x 18" x 18" ANGLE BARS
(2 TOP, 2 BOTTOM) #5 x 18" x 18 ANGLE BARS NOTES:
— — _ — = _ _ _(2 TOP, 2 BOTTOM) 1. CONCRETE TO YIELD 3,000 PSI IN 28 DAYS.
T r — — — — — — — — -- 2. REBAR LINEAR SPLICES TO OVERLAP 30 TIMES BAR DIAMETER.
-------Its 1"= —__---- ���--------
-� -I- �- Ir t- I— — — — — — — — - 3. TIE HORIZONTAL REBARS TOGETHER AT CORNERS AND INTERSECTIONS OF BEAMS WITH =r#5 x 18" x 18" REBAR ANGLES.
i� T -(IG LOCATE ANGLES ON OUTSIDE BARS, 2 AT TOP AND 2 AT BOTTOM OF BEAMS. SEE DETAILS K & L.
4. ALL FILL SHALL BE SANDY RED CLAY (PI BETWEEN 5 AND 20) COMPACTED IN 6 TO 8 NCH LIFTS. COMPACT WITH ROLLER OR LOADED TRUCK
it I II UNTIL TRUCK TIRES DO NOT LEAVE RUTS IN SURFACE. NOTIFY ENGINEER IF QUESTIONABLE.
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I it 5. A 2 INCH SAND PAD IS ALLOWED UNDER FLOOR SLAB FOR LEVELING IF REQUIRED. BANK SAND IS ACCEPTABLE ONLY FOR THE 2 INCH. LE FLING BED.
BEAM REINFORCEMENT
6. USE BONDING AGENT WHEN NEW CONCRETE JOINS CONCRETE ALREADY SET. SONNEBORN "SONOPREP" OR EQUAL BONDING AGENT)
I I I BEAM REINFORCEMENT 7. USE CHAIRS TO SUPPORT AND LOCATE STEEL PER PLANS.
I ( I I 8. TREAT UNDER FOUNDATION FOR TERMITES PER LOCAL AND NATIONAL CODES PRIOR TO POURING SLAB.
III III
9. USE VAPOR BARRIER OF 6 MIL POLY UNDER SLAB. SEAL ALL SEAMS WITH TAPE.
III III
10. REBAR SIZES #4 AND ABOVE SHALL BE GRADE 60.
t I 11. REMOVE TREE STUMPS AND MAIN ROOTS (GREATER THAN 1/2" DIA.) PLUS TOPSOIL, VEGETATION AND EXPANSIVE CLAYS (MIN. 18 INCHES) FROM UNDER SLAB
�� FOOTPRINT PLUS 5 FEET OUTSIDE THE SLAB, PROOF—ROLL AND COMPACT THIS CUT SURFACE WITH ROLLER OR LOADED TRUCK. ADD SELECT FILL PER N(: TE 4
BEAM T INTERSECTION
TO FILL ANY HOLES AND TO REPLACE ANY PUMPING SUBSOIL. ADD SELECT FILL PER NJOTE 4 TO PROVIDE DESIRED FLOOR ELEVATION. TAPER TO LOT
PLAN VIEW
=
BEAM CORNER ELEVATION OUTSIDE OF SLAB FOOTPRINT.
SCALE: 1/2" 1'
12. CONSTRUCT SELECT FILL PAD PRIOR TO ERECTING SLAB FORMS.
PLAN VIEW 1/
SCALE: 1 /2.. 1,
13. VERIFY SLAB DIMENSIONS AND STUB -OUTS IN SLAB PRIOR TO POURING CONCRETE.
=
14. FLOOR MAT OF #4 REBARS @ 16" O.C. E.W. MAY BE SUBSTITUTED WITH #3 REBARS @ 12 O.C. E.W.
15, PROVIDE A MINIMUM OF 2 SELECT FILL LIFTS (12 INCHES) BELOW FOUNDATION BEAMS. 'SEE DETAILS H & J.
16. TOTAL SLAB AREA: 5,229 sq.ft.
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#4 REBAR @ 16 O.C. E.W. #4 REBAR @ 16" O.C. E.W. 1 1/2" x 1 1 /2" #4 REBAR @ 16 O.C. E.W. #4 REBAR @ 16" O.C. E.W.
CENTERED IN 4 SLAB CENTERED IN 4 SLAB STONE LEDGE CENTERED IN 4 SLAB CENTERED IN 4 SLAB 1 1/2 STEP—DOWN
is
-----
6 MIL POLY I I N 6 MIL POLY I I N 6 MIL POLY I I N 6 MIL POLYA! I iv
#3 STIRRUPS
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I I #3 STIRRUPS I I #3 .STIRRUPS I I #3 STIRRUPS I I
@ 30" O.C. „ r @ 30" 0. C. r r @ 30" 0. C s r @ 30" 0. C.
6 #5 REBARS 1' 6 #5 REBARS 1, 6
(3 .TOP, 3 BOTTOM) (3 TOP, 3 BOTTOM) #5 REBARS 1' 6 #5 .REBARS 1'
(3 TOP, 3 BOTTOM) (3 TOP, 3 BOTTOM)
A EXTERIOR BEAM
EXTERIOR BEAM C INTERIOR BEAM
B INTERIOR BEAM
SCALE: 1/2 = 1 W/ BRICK LEDGE SCALE: 1/2" = 1' W/ STONE LEDGE
SCALE: 1 2" = 1'
SCALE: 1 /2 = 1' /
#4 REBAR @ 16 O.C. E.W.__
CENTERED IN ` 4" SLAB 1 1/2" x 15" DOOR SILL
— OVERLAP 1 1/2" STEP-DOWN #4 REBARS @
�' 'I BEND REBARS TO REMAIN 16" O.C. E.W. „ 1 1/2" x 1 1/2" -
6" MIN. I I CENTERED IN SLAB STEP—DOWN #4 REBARS CENTERED IN 4" SLAB #5 REBARS @ 12 O.C. STONE LEDGE/
6 MIL POLY I `�
MIN. @ 16 O.C. E.W. TOP &BOTTOM
8" CENTERED IN 4„ SLAB d --------- ---
#3 STIRRUPS L�
@ 30" O.C.
6 #5 REBARS I--1' 6 MIL POLY
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(3 TOP, 3 BOTTOM) 6 MIL POLY #3 STIRRUPS
@ 30" O.C.-
6 #5 REBARS
(3 TOP, 3 BOTTOM)
E GARAGE DOOR BEAM
SCALE: 1/2" 1' STEP-DOWN IN FLOOR
SCALE: 1/2" = 1'
DOUBLE BEAM
SCALE: 1/2" = 1'
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�P E O F TFX1�',t
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T E. COUSINS
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5' MIN.
#4 REBAR @ 16" O.C. E.W.
#4 REBAR @ 16" O.C. E. W. I 1 1/2" x 1 1/2" I CENTERED IN 4" SLAB
CENTERED IN 4 SLAB
( STONE LEDGE
DATE
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COMPACTEDice,:'-`
SELECT FILL
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TeXDS Consulting
99 Spring Circle �oop
Huntsville, Texas 77320
936-.295-0278
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DRAWN BY
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COMPACTED
SELECT FILL
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EXTERIOR BEAM
W BRICK LEDGE
REVISION
DATE
FOUNDATION DETAILS
GiesE: Residence
1016 Sa-ictuary Court
j College Station, Texas
Central
TeXDS Consulting
99 Spring Circle �oop
Huntsville, Texas 77320
936-.295-0278
DATE
DRAWN BY
A,PP'D BY
SCALE
SHEET
10/25/2007DWC
.,TEC
1/2" = 1'
S.2
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Foundation Outline
Giese Residence
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110
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UNjVEJ;R51T1` PRESERVE
lol(o Sarctuary Court
0 5' 60'
109 209 4 1 0'
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