HomeMy WebLinkAboutZ-7342 Map 24" STUCCO TRIM
FRONT ELEVATION
STIFF BACK
SYMBOL
gEILING JOIST
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C
S O161
2" DECKING
N
N
/PLY CLIPS
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O 2' O.C.
O
ONT. PLATE
1\L1
ONT. 2 X 4
o
1 X 2 B.S.
N
N
X B FACIA
I I
W/ VENTS
S ECIFIED
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MOLD OPT.
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x 8 TRIM
H
STUCCO PER SPECS
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t
>:GARAGESHEETING
PER SPECS
INSULATION AS SPEC.
2 x 8 STUDS
FRAMING SECTION "A"
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LEGEND
SYMBOL
DESCRIPTION
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FOOTING
GRADE BEAM
4" PERIMETER BLK. WALL
FACE BRICK
N
N
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:
I.LOT DRAINAGE TO COMPLY WCABG R-301.3
2. SLAB TO BE MIN OF 8" ABO E FINISHED GRADE
3. BEAMS TO EXT. A MIN. OF B" 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
8. COVER COMPACTED FILL W8 MIL. POLYSTYRENE
7. ALL REBARS TO BE MIN. F 3" FROM EXPOSED EDGE
8.CONC. TO BE (3000 PSI IN 28 DAYS) POURED IN DRY
9. REINF. STEEL & CONC. TO COMPLY W/ LATEST A.C.I. STANDARDS
10. LAP ALL REBARS 40 DIAMETERS
I'
ASSUME GRADE
COMPOSITION SHINGLES
REAR ELEVATION
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 VARIANCEI
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
c
I
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LEFT ELEVATION
OA'—A'
ASSUME GRADE
4 CONT.
EBARS -
RIGHT ELEVATION
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SECTION A S CTION B
ASSUME GRADE
VES
2 X 6 STUD
TIES ® 2'-0" O.C. ® 18" O.C.
BLOCK AND FILL SLAB DETAILS
FOUNDATION PLAN
EXT. SHEATHING
AS SPEC.
4"CONC. SLAB W/ EXT. STUCCO
8" X 8" 10/10 WOVEN AS PER SPEC.
{ WIRE MESH REINF�. I
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SECTION C
NTS
GARAGE FLOOR PLAN
528 SQUARE FEET
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