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FAM. RM
PROPERTY LINE - 56'
40
21'-4"
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SCALE: 3/32" = 1'-0"
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CURB LINE OF BORCHARD AVE
JOB ADDRESS : 2144 BORCHARD AVE., SANTA ANA, CA. 92704
OWNER : JORGE NUNEZ PHONE
ROOM ADDITION:
NEW KITCHEN
PROPERTY OWNER
: JORGE NUNEZ
PROJECT ADDRESS
: 2144 BORCHARD AVE
SANTA ANA, CA. 92704
ZONE
R1
ASSESSORS PARCEL NO.
:
LEGAL DESCRIPTION
:LOT
BLOCK
TRACT
MAPS
COUNTY OF ORANGE, CA
LOT SIZE
: 7,865 SQUARE FEET
BUILDING SIZE
EXISTING LIVING AREA:
1,630
NEW ROOM ADDITION
323
EXISTING GARAGE
520
TOTAL
: 2,473 SQUARE FEET
VICINITY MAP
F` W. BORCHARD A
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W. EDINGER AVE
JOB SITE
2144 BORCHARD AVE
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GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
CALIFORNIA BUILDING, PLUMBING, MECHANICAL AND
ELECTRICAL CODES, AND LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. ULTIMATE CONCRETE STRENGTH TO BE 2,500 P.S.I. @ 28
DAYS.
4. LUMBER: USE DOUGLAS FIR COMMERCIAL GRADE #1 FOR
ALL POST AND 6x AND LARGER BEAMS AND COMMERCIAL
GRADE #2 FOR ALL 4x AND SMALLER, ALL LUMBER SHALL BE
GRADE MARKED.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
LOCATE ALL EXISTING UTILITIES, AND TO PROTECT THEM
FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL
EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION
WITH THE PROSECUTION OF THIS WORK.
6, COMPLIANCE SHALL BE MADE WITH THE STATE'S ENERGY
CONSERVATION REQUIREMENTS. FILE REQUIRED
DOCUMENTATION ON THE DRAWINGS.
7. DRAIWNGS AND WORK MUST SHOW COMPLIANCE WITH
GENERAL AND CONVENTIONAL CONSTRUCTION
REQUIREMENTS OF CBC SECTION 2320 AND CHAPTER 18
FOUNDATION REQUIREMENTS.
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— — — — — — — — -- — — — — — — — —
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SCALE: 1/4" = 1'-0"
E. SL.W4030
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CONVERT EXISTING KITCHEN
TO DINING ROOM
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RIGHT -SIDE ELEVATI
NEW ROOF TO
MATCH EXISTING
EXT. WALL FINISH
w/ STUCCO TO
MATCH EXISTG
LEGENDS:
CEILING MOUNT LIGHT FIXTURE
$
SINGLE POLE SWITCH, (U.O.N.)
NEW WALL $3
---POLE SWITCH, (U.O.N.)
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110V ELECTRICAL OUTLET, (U.O.N.)
------- E. WALL TO BE REMOVED
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SMOKE DETECTOR (BATTERY POWERED.)
E. WALLo.
SMOKE DETECTOR (HARD WIRE W/ BCK UP)
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REAR ELEVATION SCALE:1/8"=V-0"
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city of Santa Ana.
Tt' o accep0l0ce of this plan and sprecifi atlnns &HALL NOT
iwl t permit nor an approved wvinl tgnn of any
pt v1sinn s of ANY City Ordinanceor Wale aw.
CALIFORNIA
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38141 39'-0" I.
79'-6"
LEFT -SIDE ELEVATION SCALE: 1/8"=V-0"
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0 32" OC
101-4"
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V-0" CONC. FOOTING
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5/8" A.13 @ 32" OC
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DRILL 3/4"D. HOLES, MIN. 7" EMBED
0 24"O.C. ALONG E. FOOTNG i 02
DDWEL #4, 241, 6" EMBEDED C'4 T-2
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& BOTTOM DRILL 3/4"D. HOLES, I & BOTTOM
0 24"O.C. ALONG E. FOOTNG
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W/ AT/ET EPDXY, TYP.
FOUNDATION PLAN SCALE: 1/411 = 11-011
m
5
MSTA18 STRAP
@ 48" OC.
CLASS "B"
COMPOSITION
SHINGLES
2x
12
31—
E.N
— 1/2" CDX PLYWOOD SHEATING,
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— 2x6 C.J. @ 16 OC
R-30 INSULATION
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— DRYWALL
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HEADER
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4x6 TO 6' SPAN
4x8 TO 8'SPAN -
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OVERT
SECTIOR A -A SCALE: N.T.S
DRILL 3/4" HOLE NEW 4" CONC. SLAB
6" DEEP w/ 6x6/1 OxI 0 WIRE MESH
DWELL 1/2" REBAR OVER 2" SAND
w/ EPDXY ---\ OVER 6 MIL. VISQUEEN
43t-011ai
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EXISTING NEW
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@ TOP PLATE
2x6 RR. @ 16"OC
2x6 RR. @ 16"OC—
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FRAMING OVER 6 MIL. VISQUEEN
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FRAMING PLAN SCALE: 1/4ff = 11-011 .4
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N.T.S
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SHEATING PNL 24/0
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DRYWALL NAILING
7" OC
8" OC
EAVE
MSTA18STRAP
nty 1491, r1r,
2x SHEAR BLOCKING
W/ A35 @ 24" OC
1 x STARTER BOARD
2x FASCIA
2x4 DBL TOP PLATE
WINDOW (TYPICAL)
.75 U-VALUE OR LESS
DUAL GLAZED
R-13 INSULATION
STUCCO
WEEP SCREED
BOUNDARY NAILING
2x BLOCKING
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SCALE
N.T.S
SCALE
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BEARING 2x4 STUD WALL, TYP.
CEILING JOIST
FLICE (MIN.
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@ EACH SIQ.'A
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END TO END
OVER CENTER
SUPPORT
BEARING
WALL STUDS
- BEARING WALL
2X4 FLAT @24"
2X C.J.
DOUBLE 2X4 TOP PLATE
NAILING NOTES:
COMMON OR BOX NAILS MAY BE USED.
1. CEILING JOIST TO PLATE, TOE NAIL: 3-8d
2. CEILING JOIST TO PARALLEL RAFTER, FACE NAIL:5-16d
3. RAFTER TO PLATE. TOE NAIL:3-8d
SHEAR WALL NOTES:
15/32" CDX PLWD, MIN PANEL INDEX NO. (24/0),
w/ 8d @ 6/12 COMM NAIL
A-35 @ 16" OC CONNECTION AT TOP PLATE
5/8" A.B. 0 32" AT FOUNDATION ANCHORAGE
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SCALE I
N.T.S
107
44FTIR�m
REVISIONS DATE
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DRAWN:
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JOB NO.:
DA TE:
02102105
RELEASE DATE: —
CAD NAME:
SHEET NO.:
Am2
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REVISIONS DATE
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JOB NO.:
DATE:
02102105
RELEASE
DATE: -
CAD NAME:
SHEET NO.:
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