HomeMy WebLinkAbout10240199.pdfG0.01
Sam
GO,O
S I"& (A1 PLAN
SCALE: 1/8" = I'-011
MC fADDEN AVE.
W. P1015EPIT5 DR.
EDINGER AVE.
v _FNI flit
IC-1 "'Y MAP
SCALE: N.T.S.
mum
SCALE: 1/8" —1'41
SCOPE OF WORK
LEGALIZE EXIST UNPERMITTED ATTACHED STORAGE
STRUCTURE.
PROJECT DATA
A
APN:
108-365-16
LOT SIZE',
8,070 S.F.
DIS
EXIST COVERAGE:
LIVING AREA
11961 S.F.
MU
GARAGE
396 S.F.
DA
PATIO COVER
380 S.F.
-i-R
NEW ADDITION
DA
ATTACH STORAGE
153 S.F.
TOTAL:
2,890 S.F.
Lwi
1. THE DEMOLITION SHALL BE DONE IN A SAFE, ORDERLY MANNER WITHOUT
DAMAGE TO OTHER PARTS OF THE PREMISES OR ADJACENT PROPERTIES.
2. ALL DEMOLISHED MATERIALS AND DEBRIS SHALL NOT BE ALLOWED TO
ACCUMULATE, AND SHALL BE DISPOSED OF BY THE CONTRACTOR, UNLESS
NOTED OTHERWISE.
3. CONTRACTOR AND, ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES,
DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK.
,,-- r -
4. .. ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH ALL LOCAL STAND
AND CURRENT 2001 CALIFORNIA BUILDING CODE.
APPLICABLE CODES:
ENERGY EFFICIENCY STANDARD
5. ANY CHANGES AT THE FIELD NEEDS TO NOTIFY AI&E FOR APPROVAL
SPECIFICATIONS:
1. SCOPE OF WORK:
INCLUDES FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT
NECESSARY FOR SUPPLYING AND INSTALLING ALL WORK. SHOWN HEREIN,
ALL WORK SHALL CONFORM TO LOCAL REQUIREMENTS.
2. CONCRETE WORK:
USE GRADE 40 DEFORMED REINFORCING BAR PER ASTM A615. PLACE
REBAR AS SHOWN AND KEEP FROM RUST. SPLICE BARS AT LEAST 40
DIAMETER. ENDS OF ALL BARS SHALL BE 4" RIGHT ANGLES FOR
ANCHORAGE.
B. CONCRETE:
SHALL HAVE ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI,
MAXIMUM AGGREGATE SIZE 1-1/211, SLUMP 4" AND MINIMUM CEMENT OF
SACKS PER YARD OF MIX, USE TYPE 11 CEMENT PER ASTM C150.
3. CARPENTRY:
LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER. PROVIDE DOUBLE JOIST
UNDER PARALLEL PARTITIONS AND SOLID BLOCKING BETWEEN JOIST
UNDER PERPENDICULAR PARTITIONS. GLUE AND NAIL ALL SUBFLOORING.
PLYWOOD SHALL BE DOUGLASS FIR CDX GROUP I. MINIMUM NAILING
UNLESS OTHERWISE NOTED IS 101) @ 6" O.C., EACH EDGE, EACH SHEET, AND
I OD @ 12" O.C. INTERMEDIATE.
4. DRYWALL:
GYPSUM WALLBOARD SHALL BE U.S. GYPSUM OR EQUAL. TAPERED EDGE
1/2" THICK., JOINT AND NAIL AS RECOMMENDED BY MANUFACTURER. USE 5/811
THICK TYP "X" TAPERED EDGE WALLBOARD FOR ALL WALLS AND CEILINGS
THAT ARE TO BE OF 1-HOUR CONSTRUCTION. PROVIDE GREEN BOARD AROUND
SHOWER TYP.
5. NOT USE
6. NOT USE
7. NOT -USE
8. SHEET METAL WORK:
ALL ROOF FLASHINGS SHALL BE TYPE B-26 GAUGE GALVANIZED IRON EXCEPT
AS NOTED.
MUEOM
ROOFING INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
�,i - Epa"PATION
VCC)MMUM, CY PnO
APPAOED
7
I3,-2738
PLANNINMIDOo
TAWISION
TER
'R, A1r11'7F1()%1"17�T`F':
PERMIT'Wi;E BLDG ELECT
5L
H GRADING
PERMIT
OCC. GROUP_
0 NS'-,
q — 0
CODE E-DIT12M
NN NO
UNG FINAL. REQUIRED — YES
E
FL.00D.70Ni=_
CONTACT PHONE- (714) -067-2700
TO C.ONDITIONS, BELOW
All, matenialls to matfJi
Room Addition Sq. Ft-ILA�
M I C R 0 F I L
ARCH ITECTE11 RAL STRUCTURAL
ACCEPTED 447-0ili CONISTFOCTION
8 E AA R A T E P E R N"Hi T oq' A R E. R E Up I P D 0 R
E L E C If Fj 1P,,,A.1 1
9 X., MuR
TW3 SO Of FUICRITIS Und spodUlf,
mc
at 01 th-bies an""4 lti is Uiffl,
2ofu" to nsaff Rily Changes Or
Oil ;;Mfla villhout wrinann parmissio from the
C4 of Santa Ana.
The acceptalice of this Plan and speciffultiorls SHALL NOT
be hold to pcormit inor ibe an approv k
al Of the viclation of any
PrQvislans of ANY City Ordinance or State Law.
Accepted By
NOTE:
PROVIDE ATTIC VENTS;
I PER 150 S.F.
Lr
R-30 lN5ULATION
112" GYP. 13D.
(TYPICAL)
EX15T STUCCO WALL
TO REMAIN
EX15T HOUSE
FX15T CRAW SPACE
J,
C�m �!IS SEC"�TION
SCALE: 1/4" - V-011
12
14
SCALE: 1/4" = V-011
SCALE: 1/4" - 1'-0"
& I
2X&CEILING J015T
@ O.C.
160
P, 13 INSULATION
7/5" STUCCO OVER TWO
LAYERS OF BLD'G PAPER
TYPE "D" OVER 112" PLYWD.
WEEP SCREED
4" ABOVE FIN. GRADE
� i s
NEV
MA
EXIIC
EXISTING I NEW
MMA "S 141
SCALE: 1/4" = 1-011
NEW COMP. SHINGLE OVER
151b, FELT LAPPED OVER
112" PLYWD, SHT'G TYP.
"400"%6.1
0-0-1xp AN&
Ar*
D� MO- Ll ION P AN
SCALE: 1/4" - V-011
'15T HOu5f-
SNEAK WALL
5F'ECIffICATICJN
AIM J5T/5LKING
ALLOWABLE
SYMBOLS
SHEAR WALL
5HEAR WALL
TO TOP PLATE/
SILL BOLT5
SHEAR
SHEATHING
NAILING
MUD51LL CONN.
CAPACITY
3/51, C-D
5TRUC 11
81) NAILS (9
G" O.C. EDGES
1 GD TOE NAILED
g Gil O.C.
5/81t X I Oil
(g 41 O.C.
260 PLF
BRACED PANEL
OR BFTTF-K
12" O.C. FIELD
STAGGERED
ALTERNATE
5EE DETAIL 3
BRACE WALL
PLYWD SHEAR WALL 2x STUD
SEE PLAN FOR LOCATION * I Gil O.C. 5/8" DIA. A.B. (9 32" O.C.
FIELD NAILING of
W1 2 x2"x3/1 G 5.Q. WAH5ER
SCHEDULE FOR TYPE TYP.
r. I I LLLr
_#4 @ I Gil O.C.
Tit G" MIN. .4 d
44
I '-Gil DR
MIN. #4 1 Gil O.C. —2" SAND
--#
-4
-4 CONT. T*5
--ROCK PILL
ELEVATION -EDGE NAILING X- 1 1-00
I rvp
SHEARA.L.FOOLAYOUT SCALE: N.T.S. 5 CONT, TING SCALE: N.T.S.
DIAPHRAGNA 5C'r1'EDULE_ WA
1
ROOff: 112" POWD CDX. GROUP 11 W18a 9 G" O.C. (9 B*E 9 8cl
1 2" O.C. INFIELD. EX15TI,NG NEW ADDITION
ROOF SHEATHING
ROOF EDGE NAILING 404-511
NOTES., 2X BLKNG 4 <i
1
4
1. ALL SHEAR WALL NAILING TO BE COMMON EXCEPT WHERE OTHERW15F NOTED.
O
2. THE 3/8" PLYWOOD DIAPHRAM SHALL DE NAILED DIRECT TO FRAMING.
6 4
3. ANCHOR 13OLT5 SHALL BE EMBEDDED 7" MINIMUM INTO GRADE BEAM5 SIMP50N A35
OVERHANG
AND PROVIDE 2"X2"X311 G" THK. PLATE WASHER. 4
FACIAL BD,
4. 3/511 PLYWOOD EXTERIOR WALLS DBL. 2X TOP PLATE 4 4
#4 DOWEL TOP BOTT.
EDGE NAILING 2X 5TUDS A 1611 O.C. A 1/4" OVERSIZED HOLE
DRILL INTO EX15T CONC.
4-4 CLEAN BY AIR BLOWING
<'
SHEAR WALL IF ILL TH ff- HOLE W/ffXPDXY
4 4 <1 SHEAR STRANSFER Ov ROOF E.A E SCALE: N.T.S. CONNECTION @ NEW & EXIST SCALE: N.T.S.
3/5" PLYWOOD SHEATHING WITH
8 d COMMON NAILS AT Gil O.C.
MST 48 HEADER (MOST COMMONLY ALL PLANEL EDGES * 12if IN FIELD,
PLYWD ROOF 5HTG NEED NOTCH AT GARAGE DOOR OPENING) BLOCKING AT ALL UNSUPPORTED
I'L ji CONT. PAST 2x5 BOARD. PLYWOOD EDGES.
@ 24 O.C.
jjjj11= 2x CALIFORNIA FRAMING
PLYWD ROOf 5HT'G
15TING Ex 2'-0" OVERHANG
NOTCH RAFTER TO 2XG
ROOF 1Q,-011 MAX.
OR 20% MAX.
,,
PANEL. HT,
12"
W MIN. BOARD NOTCH A5 A
...... 2X8 @ 24O.C. v
..........
.. ...
REQV W/3-1 Gd PER R/K
(TYPICAL) 21-811 MIN,
........... ....... PANEL LENGTH
..... ....... .....
EXIST fOOTING
..........
...... ....... .......
........... I . .......
.... ....... ... I ... .....
(: ;;::............ ROOF RAFTER
NEW fOOTING
...... ............ ... .... 4X4 K.P.
. ....... ....... .
................... . .....
....... ....... ..... ...
.............. ... ..... ..... ..... . ....... ..... ......
2X 10 RIDEGE TWO (2) 5/8" DIA. ANCHOR FOUNDATION CONTINUOUS
.......... .......
...... E3OLT5 X 10" LONG AT PANEL FOR LENGTH Of BRACED
........... ......
....... .... .......
......................
...... ................ '0 1/4 POINTS WITH 2 x2"x3/1 G WALL LINE WITH 1 #4 REBAR
.............
. . . . . . . . . . ...... 7 5.Q. WASHER CONTINUOUS TOP t BOTTOM.
... ....... ...... ...... .. ..... ......
...................... ......
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
4" CONC.
............. .... ..
SLAB 7
.... ....... .
.... ....... ............
<A 2 41- 5 11
.................. ....... ......
...... ..... .......
.... .......
......... . .. ....... ......... SECTION SCALE: N.T.S. ALTERNATE BRACE WALL SCALE: N.T.S.
i':.......... ......... ...... ..... .
.....................
CAL11'. CAP
....... .......
RAMING ....... ..... .
... .. ...... ......... .
......
.... .......
p::::::
EX(5T(Ng__>
Poor
..... ......
EX15T BLD<4 NEW ADDITION
2'-0" OVERHANG
....
NOTCH RAFTER TO 2XG EXIST TOP R-
..........
...... GIMP. METAL
....... ..... . OR 20% MAX.
TIE STRAP
M_9T 48 NEW ADDITION TOP P
I Ga Gil O.C.
Ago'.
F0AO**4h'UNDA ON P AIN A
Aff
SCALE.- 1/411 1 1-011
SCALE: 1/4" - V-0"
TIE "`:RA DETAIL SCALE: N.T.S.
RE --VISION
BY
8/ 12/03
P.L.
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124
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Date 7/7
Scale A5
5HOWN -
Drawn'
Job
Sheet
6�
Of
Sheet