HomeMy WebLinkAboutZ-7479 Map 5#4 CONT.
#4 DWL. 's 46" O.C.
6" THICK CONC. SLAB W/
rox 6 10/10 W.W.F
4 1%
VAPOR BARRI
8"' FORM BL/O�
a" CMU FILL CELLS W/ 3000 PSI CO�
PEA GRAVEL CONCRETE 12" BLOCK WH`
"H" EXCEEDS 11-
CONC. FOOTING
#4 DOWELS a 48" O.C. —
3- #516 CONT. W/ #3 TIES
a 24 O.C.
M
MWNIIIIIIIIIII
.d
IN
70OUNDATION
INSULATION
4" OPEN JOINT
OR/PERORATE
2'-011
L SECTION
SCALE. 1 1/2" : 1'-011
IIII
I I I i
I I Si -I
IIII
3 CONTRO
51.1
TOOLED JOINT IN
AREAS ',UITH FLOOR
COVERING
CONT. KEY
94 DWL, S 43" O -G.
FLOOR SLAB
FLOOR SLAB
VAPOR BARB ER
DRAINAGE FILa
L JOINT SECTION
611 CONCRETE SLAB W/
rvxry-W4. .W.F
xW4.0 W. ON
6 MIL. VAPOR BARRIER
OVER ry DRAINAGE FILL
IIII
IIII
-
IIII
IIII
IIII � � st-t
GARAGE
UNLIMITED CPEA TIONS
FROG VISIONS TO REALITY
ARCHITECTURE - PLANNING - INTERIOR DESIGN
500 W. 24TH ST., N. LITTLE ROCK, AR 72114, (501) 753-5398
LITTLE
ROCK, ARKANSAS
INSULATION
4" OPEN JOINT
OR/PERORATE
2'-011
L SECTION
SCALE. 1 1/2" : 1'-011
IIII
I I I i
I I Si -I
IIII
3 CONTRO
51.1
TOOLED JOINT IN
AREAS ',UITH FLOOR
COVERING
CONT. KEY
94 DWL, S 43" O -G.
FLOOR SLAB
FLOOR SLAB
VAPOR BARB ER
DRAINAGE FILa
L JOINT SECTION
611 CONCRETE SLAB W/
rvxry-W4. .W.F
xW4.0 W. ON
6 MIL. VAPOR BARRIER
OVER ry DRAINAGE FILL
IIII
IIII
-
IIII
IIII
IIII � � st-t
PROJECT:
GARAGE
Scales as stated hereon are valid on the original
LITTLE
ROCK, ARKANSAS
drawing, the dimensions of which are 24 x 36 inches.
AUGUST
25TH, 2003
These scales, noted hereon, are hereby changed by
RAYNOP.
I�
ratio of the overall sheet dimensions of the print
to the corresponding dimensions of the original
drawing. This drawing is the property of
Unlimited Creations and Earnest Duckery and is not to
to be reproduced. It is only to be used for the
project specifically indentified herein and is not used
on any other project. It is to be returned upon request.
PROJECT:
GARAGE
LOCATION:
LITTLE
ROCK, ARKANSAS
DATE:
AUGUST
25TH, 2003
CLIENT:
RAYNOP.
I�
PROJECT:
GARAGE
LOCATION:
LITTLE
ROCK, ARKANSAS
DATE:
AUGUST
25TH, 2003
CLIENT:
RAYNOP.
2.
3-
n
5
G^-
,a
4 SPREAD FOOTING SECTION
6
FLR_
1.1 N.T.S.
ALL CONCRETE TO NAVE A MINIMUM 23 DAYS COMPRESSIVE
STRENGTH OF 3000 PSI.
ALL REINFORCING TO BE AST"A615 GRADE 60.
ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED SOIL OR
SELECT COMPACTED STRUCTURAL FILL W/ AN ALLOWABLE
BEARING PRESSURE OF 2000 PSF.
BACKFILL ROTI -I SIDES OF ALL WALLS EQUALLY UNTIL LOW SIDE
IS UP 70 GRADE.
ALL FOOTINGS HAVE BEEN DESIGNED FOR ZONE I SEISMIC
FORCES IN ACCORDANCE WITH ACT 1100 OF THE CURRENT
ARKANSAS LEGISLATURE AND PER THE CURRENT STANDARD
BUILDING CODE,
ALL PLYWOOD SHEAR WALL AND ROOF S+-fEAT;dINCs TO BE NAILED
AT PANEL EDGES W/ SD NAILS 'S 6" O.C. AND om INTERMEDIATE
SUPPORTS WITH SD NAILS S
12" O.C.
FfN,
2-#S CONTINUOUS TENSION
TIE w/#3 TIES S Irv" O.C-
SPLICES IN TENSION TIE
TO DEVELOP 125io TIE
STRENGTH,
NOTE:
CONTRACTOR SHALL CHECK ALL DRAWINGS PRIOR TO START OF
CONSTRUCTION AND DUE TO NO CONTRACT OBSERVATION OR
CONTRACT ADMINSTRATION AGREEMENT. I WILL ASSUME NO
RESPONSIBILITY TO DISCEPIENCIES FOUND AFTER THE START
OF CONSTRUCTION. CONTRACTOR MAY ALTER PLAN AT ANYTIME
WITH THE APPROVAL OF THE OWNER. ALL WORK IS TO BE IN
ACCORDANCE WITH ARKANSAS STANDARD BIJILDING CODES FOR
RESIDENTIAL WORK.
FOUNDATION PLAN
REVISIONS
NO.: DATE: BY:
S1.1 I