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CARADINE C A R A D I N E FEB 10, 1997
& COMPANY, INC. GARAGE STUDIO
P.O. BOX 100
LITTLE A ROCK, 1) 972OB-
209-
OFFICE
720190 1001 C U M B E R L A N D l
FAX (500 072-4229 LITTLE ROCK, AR
Precaste concrete
cap
-Iron fence
-Brick ppier w/ 1"
inset S" wide
-Line of sidewalk
-Concrete footing
FENCE DETAILS
3' i< s
2'� 11
E
iron gate
new iron fence w/ brick piers 1 O T H
LOTH STREET ELEVATION
N G
E
new iron fence beyond
new iron fence on brick base
S T R E E T
CARADINE
& COMPANY, INC.
C A R A D I N E
GARAGE / STUDIO
FEB 10, 1997
P.O. BOX 1B0
'IsARA�IN
LffTLE ROCK, AR 72203.0100
OFFICE f501) 372.6190
FAX (601) 972-4229
1001 C U M B E R L A N D
LITTLE ROCK, AR
C-2
32'-O"
2'-o,,,i '�41
GARAGE FLOOR PLAN
SCALE: 1/4" = 1'-0"
2 O"
Hose
— Bibb
- SHINGLES TO
MATCH EXISTING
HOUSE
-PAINTED WOOD
TRIM - MATCH
HOUSE - TYPICAL
HARDBOARD
SIDING WITH
BATTENS
--WOOD FRAME
WINDOWS W/
INSULATED
GLASS - TYPICAL
— SPLIT -FACE
CONCRETE BLOCK
WEST ELEVATION
SCALE: 1/8" = P-0"
SOUTH ELEVATION
SCALE: 1/8" = P-0"
MATCH EXISTING
WIDOWS WALK
SHINGLES TO
MATCH EXISTING
HOUSE
PAINTED WOOD
TRIM - MATCH
HOUSE - TYPICAL
HARDBOARD
SIDING WITH
BATTENS
WOOD FRAME
WINDOWS W/
INSULATED
GLASS - TYPICAL
SPLIT -FACE
CONCRETE BLOCK
CARADINE
& COMPANY, INC.
C A R A D I N E
GARAGE / STUDIO
FEB 10,1997
IRDINIJ
P.O.
MROOCC wo K, 7220]-OWO
1001 CUMBERLAND
A-1
OILEF
OFFICE (601) 1) ]72-4199
FAX (5" ]72-422]
LITTLE ROCK, AR
4'-0"x3'4" fixed 7'-0"x3'4" fixed
5' KNEE ALL
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ICEILIN
4'-0"x3'4" fixed
SLOPED 00 1
CEILING / }
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11'-0"+/- CEILING /
I I AN
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0
�\ 48"
F AT 8'-6" CEILING I SLOPED GFI
CLING
42'O RAILING
It 1
\ 48"
SLOPED SLOPEDY j� 11.C.
CEILING CEILING OPEN TO ref
%0 41 5' KNEE WALL ENTRY 5 -0 kne W i11 - _S
BELOW
12'-O"
Ill
m
2ND FLOOR STUDIO PLAN
SCALE: 1/4" = 1'-0"
EAST ELEVATION
SCALE: 1/8" = 1'-0"
OPE
8
co BUILDING SECTION
SCALE: 1/8" = 1'-0"
SHINGLES TO
MATCH EXISTING
HOUSE
PAINTED WOOD
TRIM - MATCH
HOUSE - TYPICAL
HARDBOARD
SIDING WITH
BATTENS
WOOD FRAME
WINDOWS W/
INSULATED
GLASS - TYPICAL
INSULATED
METAL DOORS
CARADINE CARADINE FEB 10, 1997
COMPANY, INC. GARAGEP.O. BOX 190 STUDIO
/
IJT O ROCK, 1) 72203-0190 10 01 C U M B E R L A N D A.2
OFFICE (501) 372-4199
ARADINE FAX (501) 372.42n3 LITTLE ROCK, AR
SHINGLES TO
MATCH EXISTING
HOUSE - -- -�
PAINTED WOOD
TRIM - MATCH
HOUSE - TYPICAL
CONTINUOUS SOFFIT
VENT-- — -
HARDBOARD
SIDING WITH
BATTENS
OVER 1/2"
INSULATING
SHEATHING -
MATCH WINDOW
TRIM DETAIL OF
EXISTING HOUSE -
WOOD FRAME
WINDOWS W/
INSULATED
GLASS - T.YPICAL
SPLIT -FACE
CONCRETE BLOCK
SEE STRUCTURA
FOR FOUNDATIO:
DETAILS
5/8" PLYWOOD DECKING
R-30 FIBERGLASS
INSULATION
2 X 10'S ® 24" O.C.
O
ii
>n
3/4" PLYWOOD
W/ 5/8" PLYWOOD
UNDERLAYMENT
VERIFY BASE & FLOOR
FINISHES
FLOOR TRUSSES
VERIFY DEPTH
5/8" GYPSUM BOARD
ALL CEILINGS
SHINGLE COVERED HIP AND RIDGE VENTS CONTINUOUS
ERGLASS INSULATION - TYPI
i
• 5/8" GYP BD ® ALL CEILINGS
• • 1/2" GYP BD 0 WALLS
•
•
•
i
i
•
O+
(
O
2 X 6'S ® 16" O.C.
TYPICAL - WITH 1/2"
GYPSUM BOARD &
6" R-19 FIBERGLASS _
BATT INSULATION
- 4" WOOD BASE
SEALED CONCRETE SLAB
1111.
wm_
oil
�HVAC J
i
FLOOR TRUSSES - VERIFYI DEPTH & SPACING
SEE STRUCTURAL
FOR FOUNDATION
DETAILS
GARAGE
1/4" BUILDING SECTION
SCALE: 1/4" = P-0"
12 WALL SECTION
SCALE: 1/2"
12 ROOF
SLOPE
9
.md1J
CARADINE
COMPANY, INC.
CARADINE
/ STUDIO
FEB 10, 1997
eox ISOGARAGE
LITTLE ROCK, AR 72209-0K0
1001 C U M B E R L A N D
A-3
OFFICE (501) 972-f199
OFF
ARADIN
FAX (501) 372.4229
LITTLE ROCK, AR
:�r
N
i
32'-0" �
"L" SHAPE SPLIT -FACET
CONCRETE BLOCK �
' I
N
4" THICK 3000 P.S,I. CONCRETE SLAB
W/ 6X6 10/10 W W FABRIC OVER S MIL
VISQUEEN VAPOR BARRIER AND 4"
�L DRAINAGE FILL
li
2
— — _ — — — — _: �
"L" SHAPE SPLIT -FACE I
CONCRETE BLOCK-.
TZ
2:41
t_l.'
l M
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
8'-0"
SPLIT -FACE s
CONCRETE BLOCK
8" BLOCK JOINT
4" CONCRETE SLAB
1'
6X6 10/10 W WM
REINFORCEMENT —
TYPICAL�_I��� 6 MIL VAPOR BARRIER
I
4" DRAINAGE FILL
1��S i 1' X 24" CONT. RIGID
INSULATION BOARD
��
8 C M U FOUNDATION
—� BLOCK 24" L
2'-0" \ -� 1 - #3 ® 24" O.C.
4 - #5's CONTINUOUS
TYPICAL EXTERIOR
1 SCALE: 3/4" = 1'-0"
6X6 10/10 W WM
-LCWHERE
NTROL JOINT (CJ)
SHOWN
77:v � VISQUEEN
r
1 - #3 TIE 0 24" O.C.
2 - #5's CONTINUOUS
n INTERIOR WALL
�,� SCALE: 3/4" = 1'-0"
lARIACARADINE C A R A D I N E FEB 10, 1997
& COMPANY, INC. GARAGE / STUDIO
`I, IU (61) 722U9-G,9U OF 1001 C U M B E R L A N D S-1
OFFICE (SOt) 972-4189
DINp I
FAX (901) 372-4223 LITTLE ROCK, AR
FOUNDATION NOTES
1. ARRANGEMENT AND BENDING OF REINFORCING STEEL SHALL BE IN ACCORDANCE
WITH ACI DETAILING MANUAL, LATEST EDITION.
2. REINFORCING STEEL SHALL BE NEW AND ALL BARS OVER #2 SHALL BE DEFORMED.
3. WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, LAP BARS 36-BAR DIMENSIONS
OR 24-BAR DIAMETERS AT TENSION OR COMPRESSION SPLICES RESPECTIVELY (12" MINIMUM)
4. PROVIDE SUITABLE WIRE SPACERS, CHAIRS, TIES, ETC., FOR SUPPORTING REINFORCING
STEEL IN THE PROPER POSITION WHILE PLACING CONCRETE.
5. CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT AT SURFACES WHICH WILL BE
EXPOSED TO THE WEATHER OR BE IN CONTACT WITH THE GROUND SHALL BE 3" MINIMUM.
PROVIDE 3" COVER BELOW AND AT ENDS OF FOOTING BARS.
6. LOCATIONS AND SIZES OF OPENINGS. SLEEVES. ETC.. REQUIRED FOR OTHER
TRADE MUST BE VERIFIED BY THESE TRADES BEFORE PLACING CONCRETE.
7. CONCRETE: Fc = 3000 PSI. STEEL: Fy = 60 KSI.
8. FOUNDATION DESIGN ASSUMES AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSI. A QUALIFIED GEOTECHNICAL ENGINEER SHOULD BE CONSULTED TO
INSPECT SOIL CONDITIONS PRIOR TO PLACEMENT OF FOOTINGS. IF SOILS
ENCOUNTERED ARE NOT CAPABLE OF SUPPORTING 2000 PSI CONSULT ARCHITECT
ENCOUNTERED ARE NOIMMEDIATELY; HALT FOUNDATION WORK.
9. THE CONTRACTOR SHALL VERIFY EXISTING SOIL CONDITIONS AND ADJUST
BLOCK HEIGHT FOR FOOTING TO BEAR ON SUITABLE EXISTING SOILS.
CARADINE:
& COMPANY, IINC.
C A R A D I N E
GARAGE / STUDIO
FEB 10, 1997
F.O.
LEOC 1A
LfT 72.24013MYO
S-2
I[QAKADIN
OFFICE (501) 972lN
OFPOCK.1)
FAX (501)972-"2:3
1001 CUMBERLAND
LITTLE ROCK, AR