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44440000
DATE
4-12-05'0
5HECT NUMBER
A-0 I
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5CALF:
1/(511=
1 1-011
NOTES:
PER CITY ORDINANCE 3453 5EC. 10.09 MINIMUM WATER
5UPPLY PIPE 51ZE 15 1 ".
FOUNDATIN PLATE5 OR 511-1-5 5HALL BE BOLTED TO THE
FOUNDATION OR FOUNDATION WALL WITH NOT LE55 THAN
5J8"-INCH NOMINAL DIAMETER 5TEEL 5OLT5 EMBEDDED
AT LEA5T 7 INCHES INTO THE CONCRETE OR MASONRY AND
SPACED NOT MORE THAN G FEET APART.
THERE 5HALL BE A MINIMUM OF TWO BOLT5 PER PIECE WITH
ONE BOLT LOCATED WITHIN 12 INCHE5 OF EACH END OF EACH
PIECE. PLATE WA5HER5 A MINIMUM OF 2 INCH BY 2 INCH BY
3/ 1 G INCH THICK 5HALL BE USED ON EACH BOLT. 5EC.. 180G.G
FOUNDATION PLATE5 AND 51LL5 5HALL BE THE KIND OF WOOD
SPECIFIED IN 5EC.230G.4
m
WIDTH
HEIGHT
TYPE
MATERIAL
0
2"-811
G'-8"
WOOD
HC
Q2'-0"
G'-8"
WOOD
HC
5'-011
G'-8"
METAL
CL05ET 5LIDER
2'-0"
G'-8"
WOOD
I HC W1 VENT5-T*-B
21-011
G'-8"
TEMPERED
5HOWER DOOR
(N) f LOOK PLAN
WIDTH
HEIGHT
TYPE
MATERIAL
\! /
2'-0"
3'-O"
VINYL
DE3L. PANE(CLEAR)
1GJ
12'-0"
4-0"
VINYL
DEL, PANE(CLEAR)
V
1 4'-0"
1'-G"
VINYL
DBL. PANE(OPAQUE)
- 1 1191, 1_71- 1 1191, 1. GI_�It
EXTERIOR
STUCCO 718" (MATCH EX15TING COLOR)
EX. WOOD
TRIM
PAINTED WHITE IN COLOR
INTERIOR
112" DRYWALL W1 KNOCK DOWN TEXTURE
M.EED
PAINTED WITH FLAT PAINT COLOR WHITE
M.BATH
PAINTED W15EMI GL055 PAINT WHITE IN COLOR
FLOORING
CARPET
'I A 11
KITCHEN
IN
v ENTRY GARAGE
FAMILY ROOM
3EDROOM 2 BEDROOM I I .Z:u
1 " 1 1 '-8 12' 1 2'-2 12" " "
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(G2G) 329-1319
G05 5 E.WA5H I NGTON BLVD.
SUITE 1010, COMMERCE,
CALIF., 90040
DATE
4-1
2-05
5HEET NUMBER
A--02
5CALE:
1/8 I[
T 1 1-011
a
�..H05EDIBB W1 NON
ii
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� EXTERIOR LAMP
� OUTLET
G�wP GFI OUTLET
WATERPROOF
GR GFIOUTLET
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BATTERY BACKUP
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(62G) 329-13 19
G055E.WA5H lNGTONBLVD.
SUITE 1010, COMMERCE,
DATE:
4-1
z-05
5HEET NUMBER
R-03
5CALE:
1 411=
1 1-011
NOTE5:
I . ' MIN. ALLOWABLE 501L5 PRE55URE 1,000 P5F
2. A INDICATES SHEAR WALL FOR 5HEAR WALL 5CHEDULE
5EE 5HEET D-1
3. FOR TYPICAL DETAIL 5EE SHEET D-1
4. ALL 5HEAR HARDWARE AND ANCHOR BOLTS WITH NON-
5TANDARD 5PACING TO BE FIXED IN PLACE AT FOUNDATION
IN5PECTION.
5. CONCRETE 5TRENGTH=2,500 P51 AT 28 DAYS
G. FOUNDATION 5UPPORT5 WOOD 5HALL EXTEND AT LEA5T 6 INCHE5
ABOVE THE ADJACENT FIN15H GRADE, FOOTINGS 5HALL HAVE A
MINIMUM DEPTH A5 INDICATED IN TABLE 18-1-D UNLE55 ANOTHER
DEPTH 15 RECOMMENDE5 BY A FOUNDATION INVE5TIGATION.5EC. 180G.6
7. ALL 5TUMP5 AND ROOT5 5HALL BE REMOVED FROM 501L TO A
DEPTH OF AT LEA5T 1 2" BELOW THE SURFACE OF THE GROUND
IN THE AREA TO BE OCCUPIED BY THE BUILDING. 5EC. 3302
8. ALL WINDOW5 TO BE OF DUAL GLAZING AND ALUMINUM FRAME FOR THE
PROP05AED ADDITION.
GENERAL NOTE5
I . ALL WORK 5HALL BE DONE IN ACCORDANCE WITH THE 2001 CALIFORNIA BUILDING, PLUMBING,
MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCE5.
2. VERIFY ALL DIMEN51ON5, DO NOT SCALE DRAWINGS.
3. ULTIMATE CONCRETE 5TRENGTH TO BE 2,500 P.5.1. @ 28 DAYS
4. LUMBER: U5E DOUGLA5 FIR COMMERCIAL GRADE # I FOR ALL P05T5 AND GX AND LARGER
BEAM5 AND COMMERCIAL GRADE #2 fOR ALL 4X AND 5MALLER. ALL LUMBER 5HALL
BE GRADE MARKED.
5. IT SHALL BE THERE5PON5113ILITY OF THE CONTRACTOR TO LOCATE ALL FX15TING UTILITIE5,
AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR 5HALL BEAR ALL EXPENCE OF
OR REPLACEMENT IN CONJUNCTION WITH THE PR05ECUTION OF TH15 WORK.
G. COMPLIANCE 5HALL BE MADE WITH THE 5TATE'5 ENERGY CON5ERVATION REQUIREMENTS.
FILE REQUIRED DOCUMENTATION ON THE DRAWINGS.
7. DRAWINGS AND WORK MUST 5HOW COMPLIANCE WITH GENERAL AND CONVENTIONAL
CON5TRUCTION REQUIREMENTS OF CDC 5ECTION 2320 AND CHAPTER 18 FOUNDATION
REQU I REM ENT5.
15'-9 112" L
�r-
I ROOFfKAMING PLAN 121 FOUNDATION PLAN I I I
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(G2G) 329-1319
G055E. WA5HINGTONBLVD.
SUITE 1010, COMMERCE,
DATE
4--1
2-05
5HEET NUMBER
A-04
5CALE:
j (511
= 1 1-011
i
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III B
3 I /2" THICK CONC. SLAB
� WITH 6"X6" W.W.M OVER 6 MIL.
POLI'Tt1YENE M015TURE �
BARRIER * 2" SAND BASE. �
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G055E, WA5NINGTON5LVD,
5UITE 1010, COMMERCE,
DATE:
4-1
2-05
5 FET NUMBER
A-05
5CALE:
1 /4I1=
11
1 1-0
151-0 11211
WMA m- A 0 0 W
Immi"o
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L=31-511
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(626) 329-1319
6055E.WAShINGTON13LVD.
SUITE 1010, COMMERCE,
DATE:
4-12-05
SHEET NUMBFR
-O AG
SCALE:
1/411=
1 1-011
CLA55 A OR B
ASPHALT SHINGLES O/
5 MIL BLACK PAPER
------------------------------
1 f4
ol
40
OVERHANG
7/8" STUCCO
VENTILATION FOR CRAWL SPACE (G" X 1 211)
CLASS A OR B
ASPHALT SHINGLES O/
5 MIL BLACK PAPER
2" X 8" BRACE 5FACED 4YG' TO BEARING
FARTITIONFOR 2"XG" PUR^`LIN
211 X 811 C.i. @, I G" O.C.
2"X411 STUDS @ I G" O.C.
112" TYPE 1"X" GYP5UM BOARD
1121" CDX PLYWOOD
ROOF 5HEATHING
W1 8D @ G"-G" 1211 O.0
2 "X 1 2 "
FA51A BOARD
2-2"X4"
TOP PLATE
7/8" STUCCO
T-P
NOTE:
1 2" WIDE X 1 2" DEEP CONTINUED CONCRETE FOOTING
W/ 1 #4 TSB W1 5/811 X 1 211 A.B. @ 4811 O.C.
W1 2.5" X 2.5" X 3/ 1 G" PLATE WASHER.
I EAST SECTION / ELEVATION 131 SECTION "A" 121
CLA55 A OR B
ASPHALT SHINGLES O/
5 MIL BLACK PAPER
112" TYPE "X" GYPSUM BOARD
2"X4" STUDS @ I G" O.C.
2" X 1 2" RIDGE
r
Ott
r O. SHEATHING
i! • • .,1211 !
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TMONY ORONOZ
(G2G) 329-1319
G055E.WA5HINGTON13LVD.
5UITE 1010, COMMERCE,
CALIF., 90040
DATE:
4-1
2-05
5HFET NUMBER
A-07
5CALE:
1 / /( 11=
1 1_011
NN1511 CEIL11
7/8" 5TU(
-P rl jpWT-6f
NN15�1 FLOC
fIN15H GKAE
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ANTHONY OKONOZ
(G26) 329-1319
6055E.WA5hlNGTONDLVD.
5UlTf- 1010, COMMERCE,
CALIF., 90040
DATE:
4-12-05
SHEET NUMBER
A-06
SCALE:
1/411=
1 1-011
5IMP50N 5T 21 15 STRAP
W1 10, 1 GD @ 4'-0- O.0
DF51GN CRITERIA:
112" CDX PLYWOOD ROOF
CODE:2001 UBC
SHEATHING W1 6D NAILS @
G"-G"- 121' O.C.
TIMBER:
2" X 10" ROOF
DOUGLAS FIR LARCH (PER GRADING RULES I G)
RAFTER @ I G" O.C.
2X4 AND 4X4 STANDARD GRADE (VERTICAL MEMBERS)
NO.2 (HORIZONTAL MEMBERS)
2XG AND LARGER NO.2 GRADE (HORIZONTAL AND VERTICAL MEMBERS)
4XG AND LARGER NO. I GRADE ( HORIZONTAL AND VERTICAL MEMBERS.
PLYWOOD:
P5-1-88 PER APA STANDARD, PL 32/1 G
2" X 12" RIDGE BOARD W1 2-1 GD TN
EACH 51DE Of J015T
GLUE LAMINATED
24f-V4 Df/Df PER AITC STANDARDS
fB-2400 P51 fV= I G5P51 E= I
800,000
STRUCTURAL STEEL
2 PER RISC STANDARDS
fNIA1:11 A MID
NG �TAIL
I
PIPE AND TUBING, GRADE B TYPE E OR TYPE 5
A5THA-501
2"X8" F.J. @ I G" O.C.
WELDING
—2`X 10" ROOF RAFTER @ I G" O.C.
AW5-EOXX PER AMERICAN WELDING SOCIETY
1/2" CDX PLYWOOD SHEATHING W1 5D @
2" X 4" PT SILL W1 5/5" X 29'Ab
STANDARDS (112 STRESSES NOM CONTINUOUS
G", I 2"O.0 PL 32/1 G
0. L 32/
@ G'01CW1 2-112"X 112"X 114"
INSPECTION REQ.)
4 GD FA. JOI-5T
4, 1 GD FA. J015T
PLATE WASH ER 5
CONCRETE
BN
BN
%
STRENGTH @ 26 DAYS PER ACI 318
1 GD @ 8" O.C.
SPECIFICATIONS
-- -7
FOUNDATION F'C 2 5 00 P51
A35 51MI-50N @ I G' O.C.
PRECAST f'C=3000 P51
2- 2" X 4" DBL. TOP PLATE
z
COLUMNS fC=3000 P51
21' X 12" FASCIA
2" X 8" ROOF RAfTf R TIE W1 2, 1 GD PER RAFTEF
#4 BARS, TOP t 130170M
5TRUCT SLABS f'C=3000 P51
112" CDX PLYWOOD
NON CONTINUOUS INSPECTION REQUIRED
WHERE OCCURS
MASONRY
HOLLOW CONCRETE UNITS (CMU,CONC, BLOCK)
A5TM C-90, A5TH AND UBC STANDARDS
TYPE N UNITS. TYPE 5 MORTAR, 2000 P51
fKAM I N G DETAIL
2
FOOTING D ETAI L
B
GROUT
f'M= 1350 P51 (PARTIALLY GROUTED) f"M=225 P51
2"X8" F.J. @ I G" O.C.
f'M= 1500 P51 (SOLID GROUTED) FM=250 P51
REINFORCED STEEL
2" X 10" ROOF RAFTER @ I G" O.C.
2" X 4" PT SILL W1 5/8" X 20" AB
A5TM A-G 15 PER CAST STANDARDS
I @ G'O/CW/ 2-112"X 112"X 114"
#G AND SMALLER GRADE 40
— 112" CDX PLYWOOD SHEATHING W1 8D @
G", I 2"O.0 PL 32/1 G
PLATE WASHERS
#7 AND LARGER GRADE GO
%
501L
ASPHALT SHINGLES W1 G MIL BLACK
PAPER UNDER
ALLOWABLE 501L BEARING VALUE (fE3RG)= 1000 P51
112" ALL THREAD EMBEDDED G" INTOLr,
PER 501L REPORT BY: UBC TABLE 16- 1 =A
(E) F— FOOTING AND OVER LAPPING #4
ALL FRAMING CONNECTORS TO BE 5IMP50N STRONG TIE
REBAR 2'.
OR EQUAL.
2" X 12" FASCIA
W1 2, 1 GD PER RAFTER
DRILL 2 -3/4" X 7" HOLF5 AND FILL Wk
BARS,
5
4 BARS, TOP t- BOTTOM EPDXY AND GLUE 1/2" ALL THREAD
(NEW ADDITION) �T�e 1 2.1.1.7 �le- (EXISTING)
l'\4'0TE5
f00TI1`\A'G DETAIL-
A
1 112" A55 VENT
-A
WITHIN WALL
3" DIA. EXHAUST PAN DUCT TO ROOF 2" A[35 VENT
BN
1 112" DIA. PLA5TIC PVC VENT PIPE-1 WITH IN WALL TO 1 112" AE35 P-TRAP
A35 @ I G" O.,C.
Z2�
1 12" ABOVE ROOF
x 8" CEILING JOISTS 2" x 4" CRIPPLES WALL
2" DIA. PLASTIC PVC VENT PIPE -
@ I G" O.C. @ 16 O.C.
�5 31' A55 DRAIN @ 2" A135 DRAIN @
1 112" DIA. PLASTIC PVC VENT PIPE 114: 12 SLOPE MIN.
IN.
2" DIA. PLASTIC PVC VENT PIPE 1/4 : 12 5LOPF MIN.
112" CDX PLYWOOD
WHERE OCCURS
4" x G" BEAM
r
TOILET BEND/ CONCRETE f LOOR
ANCHOR UNDER CONCRETE
lw-,1-1111/1
EXHAUST FAN 1ui IS� ISOMETRIC BATHROOM DRAINAGE
Ar m
AND VENT PLAN
ff ff
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fKAMING DETAIL
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)NP-TAWN BY:
MONY ORONOZ
(626) 329-1319
6055E.WA5HINGTONI3LVD.
SUITE 10 10, COMMERCE,
CALIF., 30040
DATE:
4-12-05
SHEET NUMBER
A-09
SCALE:
NT5