HomeMy WebLinkAboutZ-7342 Map 14" STUCCO TRIM
FRONT ELEVATION
18" O.0 12 1/2" DECKING
Q12 W/PLY CLIPS
2 X 6 RAFTER ® 2' O.C.
CONT. PLATE
CONT. 2 X 4
1 X 2 B.S.
1 X 6 FACIA
3/8" SOFFIT W VENTS
AS SPECIFIED
3-1/4 CROWN MOLD OPT.
1 x 8 TRIM
w STUCCO PER SPECS
GARAGEd:::SHEETING PER SPECS
COMPOSITION SHINGLES
ASSUME GRADE
REAR ELEVATION
ASSUME GRADE
LEFT ELEVATION
SECTION A
4 CONT.
EBARS -
RIGHT ELEVATION
4%X
• t
0
I--2'-0"
S CE TION' B
ASSUME GRADE
�y4 P.EBAR 2 X 6 STUD
CIES ® 2'-0" O.C. ® 16" O.C.
4" CONC. SLAB W/
8" X 8" — 10/10 WOVEN
WIRE MESH R INFO
EXT. SHEATHING
AS SPEC.
EXT. STUCCO
AS PER SPEC.
' �� : _t,•..;. .,<a: fir_ ;::_r� � 9
R
SWj—INSULATION AS SPEC.
�— 2 x 8 STUDS BLOCK AND FILL SLAB DETAILS SECTION C
FRAMING SECTION "A"
>
LEGEND
SYMBOLDESCRIPTION
EXPANSION JOINTS
-----------
--___- -
FOOTING
GRADE BEAM
4" PERIMETER BLK. HALL
FACE BRICK
Oco
N
N
STUCCO
U
ASSUME GRADE
LEFT ELEVATION
SECTION A
4 CONT.
EBARS -
RIGHT ELEVATION
4%X
• t
0
I--2'-0"
S CE TION' B
ASSUME GRADE
�y4 P.EBAR 2 X 6 STUD
CIES ® 2'-0" O.C. ® 16" O.C.
4" CONC. SLAB W/
8" X 8" — 10/10 WOVEN
WIRE MESH R INFO
EXT. SHEATHING
AS SPEC.
EXT. STUCCO
AS PER SPEC.
' �� : _t,•..;. .,<a: fir_ ;::_r� � 9
R
SWj—INSULATION AS SPEC.
�— 2 x 8 STUDS BLOCK AND FILL SLAB DETAILS SECTION C
FRAMING SECTION "A"
>
LEGEND
SYMBOLDESCRIPTION
-----------
--___- -
FOOTING
GRADE BEAM
4" PERIMETER BLK. HALL
FACE BRICK
Oco
N
N
CONSTRUCTION NOTES:
FOOTINGS SRALL REST ON UNDISTURBED
EARTH OR FILL COMPACTED TO 95%
RELATIVE DENSITY
RECOMMEND A MIN. OF 3 - /4 REBARS
AT ALL EXTERIOR FOOTINGS
CONSTRUCTION NOTES:
I.LOT DRAINAGE TO COMPLY W CABO R-301.3
2.SLAB TO BE MIN OF 8" ABOVE FINISHED GRADE
3. BEAMS TO EXT. A MIN. OF 6" INTO UNDISTURBED SOIL
4.ALL REBARS TO BE NO. 4 UNLESS OTHERWISE NOTED
5.SLAB TO BE POURED ON WELL COMPACTED SEL. GRAN. MAT'L
6. COVER COMPACTED FILL W/6 MIL. POLYSTYRENE
7. ALL REBARS TO BE MIN. F 3" FROM EXPOSED EDGE
8.CONC. TO BE (3000 PSI IN 26 DAYS) POURED IN DRY
9. REINF. STEEL & CONC. TO COMPLY W/ LATEST A.C.I. STANDARDS
10. LAP ALL REBARS 40 DIAMETERS
NOTE:
DUE TO THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR ON -THE -SITE CONSULTATION
SUPERVISION AND CONTROL OVER THE ACTUAL CONSTRUCTION AND BECAUSE OF THE GREAT VARIANCE
IN LOCAL BUILDING CODE REQUIREMENTS AND OTHER LOCAL BUILDING CODE AND WEATHER
CONDITIONS GENERAL PLAN SERVICE, INC. ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES
INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES OMISSIONS OR ERRORS IN THE
DESIGN OR BLUEPRINTS
THESE DRAWINGS ARE THE PROPERTY OF ALAN WARRICK AND ARE NOT TO BE
REPRODUCED OR COPIED IN WHOLE OR IN PART
CONSTRUCTION NOTES:
1 THE BEARING CAPACITY OF THE SOIL IS ASSUMED AT 1800 PSF CONTRACTOR TO VERIFY SOIL
CONDITIONS AND DETERMINE IF ADDITIONAL FOUNDATION SUPPORT IS NEEDED
2 CONTRACTOR WILL CHECK AND VERIFY ALL DIMENSIONS BEFORE BEGINNING CONSTRUCTION
3 FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS
9e,—n"
FOUNDATION PLAN
NTS
24'-0"
12'-9"
15'-3"
PROVIDE ATTIC ACCESS
PER. SPECS,
5'-0"
SIDE WALK
2 -CAR GARAGE
co
0
os
6'-3-
N
- - 5-1/8" z 16-1/2" LAMINATED BEAM
-----------------------------
-----------------------------------
3-1/8"
------------ -----------------3-1/8" x 15-1/8" LAMINATED BEAM
18' z 8' OVER -HEAD DOOR
12'-0"
24'-0"
12'-0"
GARAGE FLOOR PLAN
528 SQUARE FEET
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