HomeMy WebLinkAboutRES2005-03735, 05-3736 (2)C5 -3f)3(p
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► GARAGE AREA =754 S.F.
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IRRHIDOMAY NOTBE HELD RESPONSIBLE
AND ASSUMES NO LIABILITY
/a I r FOR ANY HOME CONSTRUCTED + t FROM THESE PLANS
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9'-2 3/4" 12'-7" 9'-6 1/4"
HEATED AREA =420 S.F.
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2ND FLOOR PLAN - — - 1 WILLIAMS CREEK w H
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JOSEPH CREEK CT
SITE PLAN
SCALE: 1 "=20'--0"
FLOOR PLAN
A NEW RESIDENCE FOR THE DATE:
LACY FAMILY
COLLEGE STATION, TEXAS SHE E T
*BISSINGER DRAFTING &DESIGNS
4348 CARTER CREEK PRK1iY-SUITE 103 OF
BRYAN, TEXAS (979) 268-3848
1 ST FLOOR HTD= 2629 S.F.
2N D FLOOR HTD= 420 S.F.
TOTAL HEATED = 3049 S.F.
COVERED AREA =542 S.F.
GARAGE AREA =754 S.F.
61'-11"
FLOOR PLAN iWRAP-"ENTlRE`HOUSE `W/"TECHSHIELD'
SCALE: 1 /4"=1 '-0"
A NEW RESIDENCE FOR THE DATE: MAY'05 oAoN
I�AC FAMILY �zo�
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COLLEGE STATION, TEXAS AS z m
* KISSINGER DRAFTING & DESIGN* Al ;u- a
4348 CARTER CREED PRKWY—SUITE 103 a)N
OF 3 � �Z
BRYAN, TEXAS (979) 268-3848
1 ST FLOOR HTD= 2629 S.F.
2ND FLOOR HTD= 420 S.F.
TOTAL HEATED = 3049 S.F.
COVERED AREA =542 S.F.
GARAGE AREA =754 S.F.
10" X 1/2" AN CH
BOLTS @ 36" O.0
1. EXTEND ALL GRADE BEAMS 6" INTO UNDISTURBED SOIL OR
95% A.S.H.O COMPACTED FILL.
2. NO TUB PITS OR PLUMBING LINES ARE ALLOWED IN GRADE BEAMS.
3. TREAT SOIL AREAS UNDERSLAB WITH DURSBAN OR EQUAL TERMITE TREATMENT.
4. PLACE 6 MIL POLY DAMPROOFING CONTINUOUS UNDER FOUNDATION AREA;
LAP ALL JOINTS W MINIMUM AND SEAL LAPS WITH 2" TAPE.
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CONCRETE
1. ALL CONCRETE SHALL BE 3000 PSI MIN. COMPRESSIVE STRENGTH 0 28 DAYS.
2. ALL CONCRETE SHALL CONTAIN WATER REDUCING AGENT EQUAL TO MASTER
BUILDERS POZZOLITH 344N, THREE OUNCES PER SACK OF CEMENT.
REINFORCING STEEL
1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS WITH
�14 OR LARGER HAVING A YIELD STRENGTH OF NOT LESS THAN 60.000 PSI
AND #3 BARS SHALL HAVE A YIELD STRENGTH OF 40,000 PSI.
2 ALL REINFORCING STEEL SHALL BE FREE FROM RUST OR OTHER BOND
REDUCING AGENTS.
3. ALL LAPS, HOOKS, BENDS, SPLICES, ETC. SHALL CONFORM TO C.R.S.I.
STANDARDS AND THE ACI CODE, LATEST EDITION.
4. ALL REINFORCING BAR HOOKS, WHERE REQUIRED, SHALL BE 90 DEGREE HOOKS.
5. LAP ALL REINFORCING BARS A MINIMUM OF 40 BAR DIAMETERS.
6. MINIMUM COVERAGE FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH
THE ACI CODE, LATEST EDITION.
VERIFY DEPTH OF LEDGE
W/ BUILDER IN FIELD
BARS ® 12" O.C.E.W. 3—#5 BARS T&B #3 BARS ® 12" O.C.E.W.
�- 6 MIL POLY W.P.
10" X 1 2" ANCHOR 6 MIL POLY W.P.
5V BOLTS .6" O.C.
#3 BARS @ 12" O.C.E.W. 4" SAND CUSHION
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/4. SAND CUSHIONI I 6 MIL POLY W.P. I I
SELECT FILL N I 4" SAND CUSHIONN
' I I SELECT FILL
#3 STIRRUPS ® 3' 0. C.
•__•_ _ 3—#5 BARS T&B
#3 STIRRUPS ® O.C. ' __ 3—#5 BARS T&B ��_ SELECT ILL
—2„ 1,4„ 3'-0„ -- #3 STIRRUPS @ O.C.
EXTERIOR BEAM DETAIL
SCALE: 3/4" = 1'-0"
3,-0„
(�jeEXTERIOR BEAM DETAIL
SCALE: 3/4" = 1'-0"
R1'-11"
w �INTERIOR BEAM DETAIL
EM SCALE: 3/4"= 1'-0"
13'-0"
20'-0"
13'-4"
15'-7"
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