HomeMy WebLinkAboutZ-7342 Map 3COMPOSITION SHINGLES
ASSUME GRADE
FRONT ELEVATION
REAR ELEVATION
0
LEFT ELEVATION
ASSUME GRADE
RIGHT ELEVATION
ASSUME GRADE
I STIFF BACK
I CEILING JOIST
18 O.0 12 k 1/2" DECKING 4 CONT. �y
Q12 p� W/PLY CLIPS \ MARS TIES ®�2'-0" O.C. 2 X 8 STUD
2 X 8 RAFTER • 2' O.C. ID" O.C. ASTSP 'SPEC.
EXT. STUCCO
CONT. PLATE 4" CONC. SLABW/ AS PER SPEC.
-1. WIRE MESH REINF.
CONT. 2 X 4 — - — — 6" X 8" 10/10 WOVEN
1 X 2 B. S. ---- -- - =:
I OI /� `
1 X 6 FACIA c - ��
3/8" SOFFIT W/ VENTS _ — —
AS SPECIFIED
lco
3-1/4 CROWN MOLD OPT. 8
I x 8 TRIM 2'-0" j\// �\ to ■
[w STUCCO PER SPECS
SECTION A S CTION B
GARAGE SHEETING PER SPECS /
INSULATION AS SPEC.
FFIN. SLAB 2 x 6 sSU5 BLOCK AND FILL SLAB DETAILS SECTION C
FRAMING SECTION "A" ii
1
LEGEND
SYMBOLDESCRIPTION
EXPANSION JOINTS
-- - - - - - - - -
----_----
FOOTING
GRADE BEAM
4" PERIMETER BLK. WAU
FACE BRICK
~+
d�
STUCCO
o
LEFT ELEVATION
ASSUME GRADE
RIGHT ELEVATION
ASSUME GRADE
I STIFF BACK
I CEILING JOIST
18 O.0 12 k 1/2" DECKING 4 CONT. �y
Q12 p� W/PLY CLIPS \ MARS TIES ®�2'-0" O.C. 2 X 8 STUD
2 X 8 RAFTER • 2' O.C. ID" O.C. ASTSP 'SPEC.
EXT. STUCCO
CONT. PLATE 4" CONC. SLABW/ AS PER SPEC.
-1. WIRE MESH REINF.
CONT. 2 X 4 — - — — 6" X 8" 10/10 WOVEN
1 X 2 B. S. ---- -- - =:
I OI /� `
1 X 6 FACIA c - ��
3/8" SOFFIT W/ VENTS _ — —
AS SPECIFIED
lco
3-1/4 CROWN MOLD OPT. 8
I x 8 TRIM 2'-0" j\// �\ to ■
[w STUCCO PER SPECS
SECTION A S CTION B
GARAGE SHEETING PER SPECS /
INSULATION AS SPEC.
FFIN. SLAB 2 x 6 sSU5 BLOCK AND FILL SLAB DETAILS SECTION C
FRAMING SECTION "A" ii
1
LEGEND
SYMBOLDESCRIPTION
6'-3„
-- - - - - - - - -
----_----
FOOTING
GRADE BEAM
4" PERIMETER BLK. WAU
FACE BRICK
~+
d�
CONSTRUCTION NOTES:
FOOTINGS SHALL REST ON UNDISTURBED
EARTH OR FILL COMPACTED TO 95%
RELATIVE DENSITY
RECOMMEND A MIN. OF 3 - #4 REBARS
AT ALL EXTERIOR FOOTINGS
CONSTRUCTION NOTES:
1.LOT DRAINAGE TO COMPLY W CABO R-301.3
2. SLAB TO BE MIN OF 8" ABOVE FINISHED GRADE
& BEAMS TO EXT. A MIN. OF 6" INTO UNDISTURBED SOIL
4.ALL REBARS TO BE NO. 4 UNLESS OTHERWISE NOTED
S.SLAB TO BE POURED ON WELL COMPACTED SEL. GRAN. MAT'L
8. COVER COMPACTED FILL W/ 6 MIL. POLYSTYRENE
7. ALL REBARS TO BE MIN. OF 3" FROM EXPOSED EDGE
8.CONC. TO BE (3000 PSI IN 28 DAYS) POURED IN DRY
9. REINF. STEEL k 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 CONSULTA70N
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 THI
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
c
I
0
0
FOUNDATION PLAN
0
I
C12
N
0
I
a
9 12
7
F
F.
E
NTS
24'-0"
GARAGE FLOOR PLAN
528 SQUARE FEET
r
C
l
5'-0"
6'-3„
c
SIDE WALK
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w
o
0
m
\
-- 15'-3"
ooi 8'-9"
N
PROVIDE ATTIC ACCESS
N
N
PER.
SPECS.
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2 -CAR GARAGE
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Z
W
N
N
N
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_ - - - - 5-1/8" x 16-1/2" LAMINATED BEAM - - - - - - N
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3-1/8"
x 15-1/8" LAMINATED BEAM
I
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I
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I
18'
x 8' OVER -HEAD DOOR
I
it
12'-0"
12'-0"
24'-0"
a
GARAGE FLOOR PLAN
528 SQUARE FEET
r
C
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V
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c
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N
w
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W
N
W
N
N
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