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PEDESTAL LAVATORY —
AND TOILET
(VERIFY W1 OWNER)-,_
TANKLESS GAS
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WATER HEATER
c*4
(04
ABOVE WASHER
SPACE PR ' (2YIE
D
110V OUTI ET _A,+s
FUEL GAS
VENT DRYER
TO OUTSIDE -
ANN
RETURN AIR
GRILLE AT PLATFORM
(E)
BAT�ll
4'- 11"
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Sc W/
12" SO
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ASHEIR
LAUNBRY
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6068 9V
SL WRD (�) I
81-101,
(E)
ui 0
BEDROOM
141 sq IF t
REMOVE (E)
WINDOW, FRAME
AND FINISH PROPERLY
DUCT THRU
ATTIC FROM
NEW FAU--------
2X6 PLUMBING
36" TUB-SHW
PER OWNER
WALL
T
GENERAL NOES
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cft
BA T H
1.
ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
30" PEDESTAL LAV
CBC, PLUMBING AND MECHANICAL CODES,
PER OWNER
THE CEC AND LOCAL ORDINANCES.
pf,kNNING
2..
VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
0 -36
f
GFi
3.
IT SHALL BE THE RESPONSA131LITY OF THE CONTRACTOR TO
Ir E R D,;
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
J.P.:
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS INcv
Djl�;CR.. AC JN r
THE DRAWINGS.
CN
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4
ALL NAILING TO COMPLY W/ TABLE 23-11-B-1.CBC
T)AT 6117
PROJECT DATA
T 11WT, N
I AT 'E"'. ADD 498 sq ft
(FAMILY ROOM, BEDROOM, BATHROOM)
REMODEL 144 sq ft
(RELOCATE LAUNDRY, REMODEL BATH,
ADD FORCED AIR UNIT)
,1 c %qll tjq k_1 (734NEW EXTERIOR FINISHES TO MATCH
o J! fl' EXISTING,. ALL NEW WINDOWS TO BE WOOD
SINGLE HUNG TO MATCH EXISTING, PATIO DOORS
m tt4U 46" oii FACING THE REAR YARD MAY BE ALUMINUM
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pp A( 6 NEW CONCRETE
2 LANDING. 4" BELOW
ON! THRESHOLD
AREA ANALISYS
LOT AREA 6700 sq ft
EXISTING SFR 1292 sq ft
EXISTING GARAGE 372 sq ft
PROPOSED ADDITION 498 sq ft TITLE 24 SUMMARY
O)lr - 1r ^% �"' TOTAL AL LIVING EA 1790 sq It
e
0
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N
TOTAL CONSTRUCTION 2162 sq ft
'W
LOT COVERAGE 32.27
777 77
Nf
/
PLOI A 110V
T IL-t--\N�/8¢.=1¢_0¢¢
ENERGY (TITLE 24) REQUIREMENTS
INSULATION EXT WALLS R-13
ATTIC R-30
FENESTRATION , FENESTRATION - U-FACTOR-0.40 MAX
SHGC- 0.35 MAX
RADIANT BARRIER - EMISSIVITY LESS OR EQUAL TO 0.05
INSTALLED TO COVER ROOF TRUSSES AND
GABLE END WALLS AT ATTICS
m
(E)
LIVING
NEW FAU ON 18" PLYWOOD
PLATFORM. 00nljlnC' COMBUSTION
AIR FROM OUTSIDE, RETURN AIR GRILLE
AT PLATFORM WALL, 110V OUTLET AND
FUEL GAS
8 REMOVE 16" WIDE
AL M
NON -BEARING
WALL (VERIFY) Wl
( FOR NEW ARCH
E) C
FOR NEW ARCH
DINING D 0 g " �sm
KITCHEN REMOVE (E)
NON -BEARING
REMOVE (E) WALL (VERIFY)
EXTERIOR WALL RELOCATE
W/ WDW'S AND DOOR. CABINETS
PROVIDE FLUSH BEAM
PER FRAMING PLAN RELOCATE
WATER
F HEATER
NEW ARCH
BOT 0 7'-3"
TOP @ 7'-g"
RELOCATE
WASHER & DRYER
=Z=
411
10'-0'/2..
L70 REMOVE (E)
X DOOR FOR NEW
WINDOW
NEW T I
FAMILY (N) 30 40
Ato CPH SH
rW
DUCT THRU r. REMOVE CONC.
ATTIC FROM
NEW FAU LANDING
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5'-6- 6'-4" 31-10*6
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FAMILY
ROOM CLOSET
BATHROOM
XCARPET W/
)KTILE W/ XCARPET W/
X TILE W/
WOOD
WOOD WOOD
WOOD
BASEBOARD
BASEBOARD BASEBOARDi�'
BASEBOARD
F—PANTED ------
TED 1
AJ N -0
DRYWALL
DRYWALL DRY L
DRYWALL
W/ SATIN
W/ SATIN W/ TIN
AT TUB/!
L FINISH
FINISH FIN H
,TILE
SHWR
PAINTED
NTE J
PAINTEG__j
DRYWALL
DRYWALL DRYWALL
DRYWALL
W/ SATIN
W/ SATIN W/ SATIN
W/ SATIN
FINISH
FINISH FINISH
FINISH
Fzl�
110 V W/ BATTERY BACK-UP
iio@ SMOKE DETECTOR
r
NEW CONCRETE @ BATTERY OPERATED
LANDING. 4" BELOW 9VSMOKE DETECTOR
THRESHOLD @ RECESSED CEILING LIGHT
RECESSED MINI LIGHT
WALL MOUNTED LIGHT
CEILING MOUNTED LIGHT
110V OUTLET
FLUORESCENT LIGHT
GFI GROUND FAULT INTERRUPTOR
SWITCH
3 3-WAY SWITCH
HOSE SIB
CEILING AIR DIFUSER
FUEL GAS
GFI GROUND FAULT INTERRUPTOR
Qv #;2.0 V drvrArT
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
EXISTING WALLS TO REMOVE
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STUCCO FASCIA
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ROOFING CLASS 'At FLASHING
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ITCH PITCH V
VALLEY
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FLASHING
HIP
No
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TO MATCH
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`ROVIDE RAIN GUTTER
SIMILAR TO (E)
W/ DOWNSPUOT TO
SURFACE DRAINAGE,-:
TYP.
ROOF PLAN
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NEW ftL*.WINDOWS
WITH MULLIONS SIMILAR TO
EXISTING
pillaril mil IITITIM&1
110 1 &T, f 1111101; m; m 140111 K m
!*ROPOSED ADDITIOLNI
CONCRETE LANDING
PROPOSED ADDITION
mm%J-taj At I r"th It
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EXISTING ARCHWAY
(LIVING ROOM)
WEST
tiLINIb
TOP OF ARCH
BOT OF ARCH
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C NEW ARCHWAY
(KITCHEN)
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TOP OF ARCH
BOT OF ARCH
PROPOSED ADDITION
EAST
(Front)
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BOT OF ARCH
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DATE: MA -08-
JOB NO:
SHEET NUMBER:
A-2
0
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a 2X8 SLEEPER
BATH I F
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bit
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MINIMUM NOMINAL ANCHOR BOLT DIA. SHALL BE % INCH
SPACED PER SHEAR SCHEDULE OR 0 6'-0" OC. MAX.
EMBEDED INTO CONCRETE 7" MIN. W/ MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 4%" ( AND A MAXIMUM OF 12"L
PLATE WASHERS (MIN. SIZE OF 2" X 2" X 3/16") SHALL
BE USED ON EACH ANCHOR BOLT
NOTES -
a. -VERIFY HRDWR. LOCATION W/ FLR. PLAN
& GENERAL CONTRACTOR.
b. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAJN AWAY FROM BUILD'G.
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS. AND
D
HOL-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
LEGEND
lee EXISTING FOOT'G
NEW FOOT'G
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FRAMING NOTES PROVIDE RADIANT 8ARRIER
AT ROOF SHEATHING PER
TITLE 24
1. ROOF SHEATHING,
1/2" CDX PLYWOOD (32/16) OR 16" OSB, UNBLOCKED DIAPHRAGM.
W/ NAILING-
10d @ 6" O.C. SUPPORTED ENDS & BOUNDARY
10d 0 12" O.C.FIELD.
USE (8) 16d 0 TOP PLT. CHORD SPLICE W/ ST6224
(USE 1X6 SOLID SHEATING OR A-C GRADE PLYWOOD
AT EAVES & OVERHANG)
2. PROVIDE 4X POST AT EACH END OF 4X10 OR LARGER MEMBERS,
DOUBLE STUDS FOR 4X8 SINGLE STUD FOR 4X6 OR SMALLER MEMBERS
3. FOR TYP. STUD WALL FRAMING SEE
4. B.N. ALONG STUDS KAV
5. FLOOR SHEATHING-
" T&G PLY'D (40/20)- UNBLOCKED W/ EXT. GLUE AND NAILING'
SHEATHING-
: 0 6" SUPPORTED ENDS & BOUNDARY, 10d 0 10" FIELD.
USE (8) 16d @ TOP PLT. CHORD SPLICE W1 ST6224
6. PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS
7. PROVIDE FULL BEARING W/SOLID BLOCKING
OR SHIMMING BELOW ALL POSTS AT FLOOR.
CONSTRUCTION NOTE
I
TOP PLATE HEIGHT MAY NEED
TO BE REDUCED IN ORDER TO
ACCOMODATE NEW 2X6 ROOF
RAFTERS IF EXISTING ROOF RAFTERS
ARE ONLY 2X4S
CALIFORNIA FRAMING
SOFFIT FRAMING
SHELF
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BRACING PANEL
PER 2320.11.4 .CBC
C-D, C-C PLYwD BLKD.
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SILL CONNECTION W/ %" DIA. A.B. 0 48" O.C.
TOP ANCHORAGE WITH A-35 0 24" O.C.
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PROVIDE 030 FELT AT
CONCRETE AGAINST ANY
WOOD
2x6 FLR JST Fi t
"ell
3
16"O.C.
00
FOUNDATION NOTES
1.
FLOOR SHEATING TO BE Y4" T&G
PLYWOOD W/ EXT GLUE AND 10d 0
6" O.C. EN/BN, 10" O.C. FIELD
2.
LOCATION OF PLUMBING FIXTURE.
3.
CONCRETE FOOTING. (12" W X 12" D W/
(2) *4 TOP & BOTTOM MIN.
4.
6" W CONC. CURB
--- - --- 5.
24" L. 84 REBAR DOWELL 6" INTO EXISTING
FOOT'G T&B W/ 'EPDXY" PER DET.
6,
18" X 24" CRAWL SPACE
7.
14"X 6" G.I SCREENED FOUNDATION VENT
8.
CONCRETE LANDING. USE *30 FELT ON CONCRETE
AGAINST ANY WOOD
9.
18"X 24" G.I. SCREENDED FOUNDATION ACCESS
10.
GIRDER POCKET OR MTL.HGR.
4 4'-0" MIN. LAP
(2)16d / STUD
2
(8) 16d @ MIN. &
3
LAP TOP PLT. 16d 0 16" O.C.
5
0 STUD MAX
4X4
HDR.
kill
6
MIN.
PROVIDE 1X6 LET -IN
BRAC'G (IF NO SHEAR
WALLS OCCUR) 0 60
7
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BLOCK WHERE WALLS
3-
SHEAR WALL WHERE OCCURS
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10
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9-
CONCRETE FTN'G PER PLAN
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-------------------------------------
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EXTERIOR BEARING
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EXTERIOR FOOTING
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2
3
2
1. EXISTING FOOTING
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RBF e5X8 W/5" MIN.
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FROM END, 1-Y4" MIN.
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FOUNDATION PLAN
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4- 4X GIRDER PER PLAN
5- A- 35 EA. SIDE
NOTE.
1801 SO.
6- 8,,x 8,, x2,, P.T. PLATE
INDICATED EMBEDMENT INTO
W/ %" DIA X.B.
CONCRETE TO BE MAINTAINED
CONC. PIER
AT RAISED FLOOR FOUNDATIONS
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6
CONCRETE PIER
2
4
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+
6
1- ROOF SHT'G 0/ 2X ROOF RFTR. 7
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2- B.N.
3- (5)- 16d 0 RFTR. TIE
16,1 O.C.. U.N.O.
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS 0 16" O.C.
SEE
SHEAR WALL SCHED.
OR WD. SM. PER PLAN
FOR
SHEAR TRANSFER 0
SHEAR
WALLS
8- SHEAR WALL PER PLAN
WHERE OCCURS
SHEAR TRANSFER
AT EAVE
4,
2
5 3
.,K
EXIST'G NEW
1. NEW BE PER PLAN
2. EXISTING ROOF RAFTER
0 CEILING JOISTS
3. NEW 2X BLOCKING
4. E.N.
5. 'SIMPU26-2
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FLUSH BEAM
111-11-01,
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2017 W. ALCo AVE.
SANTA ANA
CALIFORNIA 92703
o MACIELALOMSN.COM
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3 REVISIONS
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1 jr Joi3 DESCRIPTION:
498 SO FT TDDITIONo _
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REMODEL (RELOCATE
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CHECKED:
DATE: m - 8-
JOB NO:
SHEET NUMBER:
A-3