HomeMy WebLinkAbout10149509.pdf.®
I
nli
PROPERTY LINE
^�
EXISTING GRASS
COVER AREA
t
C4
41
17'-6"
29'-611
91
41
(E.)BED RM.
(E.)MASTER BED
RM.
NEW FAMILY RM.
490 sp. ft.
ao
CV
020
z
ol
z
(E.)BED RM,
(E.)KITCHEN
W.H.
(E.)LIVING RM.
W.
00
D.
00
EXISTING
(E,}GARRAGE
DWELLING 1222 sq. ft.
N
367 sq. ft.
w w w w w w
w w
w W w
w w w w w w
w w
w
w
w
w
w w w w w w
w
w
w w
w
17'-11"
w w
w '• w w w
29t-1,t
w w
w
w
w
w w w w
w w w w
w
w
w w
w
y
w
w
w
W w w
w w W w w w
w w
W
w
w
w W w w
w w w w w w
w
w
w w
w
(E.)CONCRETE
GRASS'
DRIVE WAY
wwwwwwwwwwwEXISTING
w w w w
w COVER AREA w
wwwwwwwwww
w
w
w w
w
N
483 sq, ft.
w
w w w
w w w w w w
w w
w
w
w
41
w w w w
w w w w w w
w
w
w w
w
w
W w w
w w w w w w
w w
w
w
w W
w w w w
w w w w w w
w
w
w w
w
w
w w w
w w w w w w
w w
w
w
w w
w w w w
w w w w w w
w
w
w w
w
w
w w w
w w w w w w
w w
w
w
w
w w w w
w w w w w w
w
w
w w
w
w
w w w
w w w w w w
u. ... Wa aL
w w
fi �.._,te...—
w
w
�• Ali
w
_
-..y,c.__
PRnPFRTY I INF
__�L
SITE PLAN
1. ALL CONCRETE TO BC @MIN. 2,500 PSI @ 28 DAYS. USE TYPE V CEMENT, REINFORCING STEEL GRADE 4.0
2. ALL LUMBER TO BC DOUGLASS FIR, CONSTRUCTION GRADE It 2 OR BETTER UNLESS NOTED OTHERWISE.
3. ALL WINDOWS & DOORS TO BE CERTIFIED AND WEATHERS STRIPPED. ALL PENETRATION & SILLS TO BE
CAULEK AND SEALED.
4 WALL INSULATION TO BE R-13 (TYP), CEILING INSULATION TO BE R-30 (TYP).
5. HEATING FROM NEW, RELOCATED FAU.
6. PROVIDE NEW BATTERY SMOKE DETECTORS W/ BACKUP BATTERY @ ALL EXISTING BEDROOMS, HALLS &
HALLS LEADING TO BEDROOMS. PROVIDE 110V SMOKE DETECTORS W/ BACKUP BATTERY @ ALL NEW
BEDROOMS & NEW HALLS LEADING TO BEDROOMS.
7. PROVIDE MIN. 22"X30" ATTIC ACCESS.
8. ALL PLUMBING WALLS TO BE 2X6.
9. PROVIDE MIN. ONE FLUBRESCENT LIGHT AT EACH BATHROOM.
10, SHOWER WALLS SHALL BE OF APPROVED NON -ABSORBENT. WATERPROOF MATERIAL TO A MIN. HEIGHT OF
6' ABOVE THE FLOOR, WAINSCOT SHALL EXTEND A FULL 4" BEYOND THE FACE OF THE SHOWER PAN.
11. NEW ASPHALT SHINGLE ROOF (MIN. CLASS "A")
ROOF SHEATING: 1/2" OSB PLYWOOD
PI 32/16 6,612.
SLOPE 3/12 (TYP), OVERHANG 12" (TYP) TO MATCH EXISTING.
12, ALL EXISTING CONDITIONS, DIMENSIONS, SET BACK, SLOPES. & NEW DESIGN TO VERIFIED ON SITE BY
CONTRACTORS PRIOR TO THE START OF SONSTRUCTION.
13. ALL WORK TO COMPLY WITH CBC 2001, CMC 2001, CEC 2001 AND STANDARDS & REQUIREMENTS FOR
RESIDENTIAL AS ADOPTED BY CITY OF SANTA ANA UBC 97, UMC, NEC 96
(t.)bIUt WALK
14. PROVIDE WATER-RESISTANT GYPSUM BACKING BOARD AS A BASE FOR TILE OR WALL PANELS FOR TUB
OR SHOWER ENCLOSURE OR WATER CLOSET COMPARTMENT WALLS.
SEC.2512
15. SHOWERS SHALL BE FINISHED 70" ABOVE DRAIN WITH MATERIALS NAT ADVERSELY AFFECTED BY
MOSITURE. SPECIFY MATERIALS. CLARIFY. SEC. 807.1.3, AND 2512.
ANTI -SCALDING SHOWER AND TUB -SHOWER VALVES REQUIRED.
16. PROVIDE TEMPERED GLASS IN THE FOLLOWING HAZARDOUS LOCATIONS PER SEC. 2406.4:
GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING DOORS,
OTHER THAN WARDROBE DOORS.
GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE
GLZING IS WITHIN A 24' ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE
BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE.
SAFELY GLAZING IS REQUIRED AT WARDROBE DOOR. SEC. 2406.5.
17. PLYWOOD COVERING THE EXTERIOR OF OUTSIDE WALLS SHALL BE EXTERIOR GRADE. CLARIFY. SEC. 2310.3
18. FIRE BLOCKING, VERTICAL OR HORIZONTAL, SHALL CONFORM TO SEC, 708.2, CLARIFY.
19. WHERE TOP PLATES OR SOLE PLATES ARE CUT FOR PIPES, A METAL TIE MINMUM 0.058" THICK AND
V-1/2" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT
LESS THAN 6-160 NAILS. CLARIFY. SEC. 2320.11.7.
20, THE BUILDING COMPLIES WITH THE REQUIREMENT OF TITLE 24, PART 6, SIGNED BY THE DESIGNER OR
OWNER OF THE BUILDING AND BY THE DOCUMENTATION AUTHOR.
2210 S. GLENABOR ST.
SANTA ANA, CA 92704
PROJECT
LOCATION
W. Warner Ave
W. Pendleton Ave M
cn v o
a�
ti Cb C7
0 cry
W. Warner Ave
C/
i,VICINITY PLAN
7 L STRUCTURAL
A CC
CCEPTED FOR C S TIIR T N
ATE P i i 1T S A RE7 R E QUIRE D FOR
ELECTRICAL, Pt UAGING 81 KAIECHANICAL PLANS
TWS t t x 11 t (1= t$ ICE ke, t an the I
ob
&1411 U11188 suid it i urilatrItI11 to vake any Qr1;OB r
City Of Santa Ana, iten p6rmlsslon from the
The acceptance of tlt �1 s� (t1c t1I SAL NOT
be hold to permftnor be at, approval Of the Y101ation of any
1' V8-1 ns of ANY Civi Ordinance o ate Law.
f _
Accepted
yw
CITY OF SANTA ANA
21, MAINTENANCE INFORMATION. THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY
MAINTENCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED DEVICE THATA
REQUIRE ROUTINE MAINTENANCE FOR EFFICTIENT OPERATION,. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL
BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO
IDENTIFYING , BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT
PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE.
AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAIBLE TO THE
ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE
PLANS AND SPECIFICATIONS DESCRIBED IN SECTION 10-103(A)2.A AND FOR WHICH THE BUILDING PERMIT WAS
ISSUED AND CONFORMS WITH THE REQUIREMENTS OF PART 6. THE CERTIFICATE SHALL ALSO STATE THE
MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF
LOOSE FILL INSULATION) THE MINIMUM INSTALLED WIEGHT PER SQUARE FOOT CONSSITENT WITH THE
MANUFACTURER'S LABELLED INSTALLED DISIGN DENSITY FOR THE DESIRED R-VALUE.
22. APPLY 8" DRY WALL TYPE 'X' TO ROOF SHEETING ACCORDING TO CODE.
23. USE SWEEP CREED BASE W/2" BELOW F.F.
PEFLMiTTYPE,I LL � .,0
MECH GRADING
0C. RO
C E EDITION-4
FLOOD ZONE —
FLOOD ZONE CERTIF. Q'D YES ( 0
GENERALi ,
ii' PLAN,FOUNDATIONPLAN & SECTION
ELEVATION
ROOF PLAN,FRAMINGPLAN & DETAILS
A5: TITLE 24
DETAILDRAWING SYMBOLS
A DETAIL NUMBER
SHEET
NUMBER
SECTION REFERENCE
A SECTION NUMBER
41 SHEET NUMBER
SINGLE POLE SWITCH
DOUBLE POLE SWITCH
A.F. ARCH -FAULT CIRCUIT INTERRUPTER
� GROUND FAULT INTERUTER RECEPTACLE
110V DUPLEX CONV, OUTLET
E CEILING LIGHTS
® 5 AIR CHANGES PER HOUR
ELE ELECTRICAL PANEL
sD SMOKE DETECTOR 9BATTERY OPERATED) @ EXISTING
COSD NEW SMOKE DETECTOR W/HARD-WIRED BACKUP BATTERY
EXISTING WALL TO REMAIN
�■ WALL TO BE FILLED
NEW WALL
INDICATES SHEAR WALL TYPE AND
LOCATION.
SCOPE OF WORK
OWNER:
SANTUCCI RESIDENCE
ADDED NEW FAMILY ROOM 490 sq. ft.
LOT SIZE: 6090 sq. ft.
ADDRESS:
EXISTING RESIDENCE: 1222 sq. ft.
2210 S. GLENARBOR
EXISTING GARAGE: 367 sq. ft.
SANTA ANA, CA.92704
EXISTING DRIVE WAY: 483 sq. ft,
NEW LIVING AREA: 1222 sq. ft. + 490 sq. ft.=1712 sq.ft,
TEL: (714) 546-4472
LOT COVERAGE:(INC. GARAGE) 2079 / 6090 = 34 %
FAX:,
qqtwy @t
DESIGN:
LEGAL DESCRIPTION:
TONY VO
PARCEL NO: 408-232-26.:..
TRACK: 2260
r... —~�
13075 MAGNOLIA ST
LOT: $7
t
GARDEN GROVE, CA 92844
ZONE: R1
.wnx
TEL: (714) 925-3145
`=...
FAX; O 714 637-4188
LEGAL JURISDICTION;
CITY OF SANTA ANA, CALIFORNIA
66 7
APPLICABLE CODES: 2001 FOR ALL BELOW
CALIFORNIA BUILDING CODE
CALIFORNIA MECHANICAL CODE
CALIFORNIA PLUMBING CODE
CALIFORNIA FIRE CODE
CALIFORNIA ELECTRICAL CODE
CALIFORNIA ENERGY CODE
REVISION: DATE:
A 5/23/05
DRAFTING SERVICE
13075 MAGNOLIA ST.
GARDEN GROVE, CA 92844
TEL: (714) 925-3145
FAX: (714) 637-4188
SANAN SANTUCCI
ROOM ADDITION
2210 S. GLENARBOR ST.
SATA ANA I CA 92704
ALL DIMENSION, DESIGNS, SPECIFICATIONS REPRESENTED HEREIN ARE
THE ORIGINAL AND UNPUBLISHED PROPERTY OF DRAGON
CONSTRUCTION INC. AND SHALL NOT BE REPRODUCED, DISCLOSED OR
USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF DRAGON
CONSTRUCTION INC. VIEWING THESE CONDITIONS CONSTITUTES
ACCEPTANCE OF THESE CONDITIONS. ALL RIGHTS RESERVED.
DRAWN BY: Tony Vo
DATE: 05-16-05
CHECK BY:
DATE:
FILE NAME:
SHEET TITLE:
General Notes,
Site Plan,
SHEET NO.: 1 OF 5 SHEETS
17'-6" 29'-6"
�pFLOOR PLAN
EXISTING ROOF
% EXI5TING ROOF
(E.)MASTER BED RM. I I (E.)BED RM. 60
3' OF THE PROPERTY LINE MUST BE
ONE HOUR RATED CONSTRUCTION WITH
2
A4 TYPICAL RADIANT BARRIER
4 FOR T-24 ALL NEW ROOF AREA5
A3
A4
12
2X8 CJ (§ I G" O.C.
R`) PER PLAN
EXI5TING WALL
NEW FAMILY RM.
2
A3 NEW CONCRETE
FLOOR
r
17'-6"
EXISTING SECTION NEW SECTION
SECTION A -A
SCAL.E:1 J4"=1'-0"
4XG HDR
K.13
1
A3
A4
r
1
A3
17'-6"
A5PHALT COMP051TION
ROOFING "CLA55 B" MIN,
OVER 2-15 # FELT MIN. TYP.
FOUNDATION PLAN
SCALE: IJ4 =1-0
2 X 8 RIDGE
2x BLOCr\ING
2XG RR. 2 I G" O.C.
3
ROOF A4
FLA5HING
/ 2X8 CJ @ I G" O.C. J \
PER PLAN
6
(N.) A4
bo
NEW FAMILY RM. (N.) PANTRY BATH. (E.) GARAGE
2
NEW CONCRETE A3
FLOOR
I
r r J
3 3 ROOM ADDITION EXISTING DWELLING
A3 A3
SECTION V-B i
SCAL.E:1 J4"=1'-0"
01
0
41"
REVISIQN: DATE:
A 5/23/05
DRAFTING SERVICE
13075 MAGNOLIA ST.
GARDEN GROVE, CA 92844
TEL: (714) 925-3145
FAX: (714) 637-4188
SANAN SANTUCCI
ROOM ADDITION
2210 S. GLENARBOR ST.
SATA ANA ! CA 92704
ALL DIMENSION, DESIGNS, SPECIFICATIONS REPRESENTED HEREIN ARE
THE ORIGINAL AND UNPUBLISHED PROPERTY OF DRAGON
CONSTRUCTION INC. AND SHALL NOT BE REPRODUCED, DISCLOSED OR
USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF DRAGON
CONSTRUCTION INC. VIEWING THESE CONDITIONS CONSTITUTES
ACCEPTANCE OF THESE CONDITIONS. ALL RIGHTS RESERVED.
DRAWN BY: Tony Vo
DATE: 05-16-05
CHECK BY:
DATE:
FILE NAME:
SHEET TITLE:
Floor Plan,
Foundation plan,
section,
SHEET NO.: 2 OF 5 SHEETS
A...2
(N) HALF ROUND ROOF VENT 24- DIA.
EXISTING ROOF
60
M
ic_
04
EAST ELEVATION
SCALE: 1/4"=11'-O"
(E) HALF ROUND ROOF VENT 24- DIA.
(E.) SL. WINDOW
(E)STUCCO
(E) HALF ROUND ROOF VENT 24- DIA.
\_(E) SL. WINDOW
(E) HALF ROUND ROOF VENT 24- DIA.
(N) HALF ROUND ROOF VENT 24- DIA.
(N) ASPHALT COMPOSITION ROOFING 'CLASS A' MIN.
EXISTING ROOF —
NEW CRICKET MIN.
SLOPE 1/4" PER FT.
OVER 2-15 �FELT MIN. TYP.
(E) HALF ROUND ROOF VENT 24- DIA,
EXISTING ROOF
TO MATCH THE EXISTING
3' SETBACK
FROM PROPERTY LINE
F T
12
T
NOTE:
12" max.
ANY PORTION OF EAVE THAT IS WITHIN
3' OF THE PROPERTY LINE MUST BE
ONE HOUR RATED CONSTRUCTION WITH
NO OPENING.
/ ,/F/\
(N.) TEMPERED
7
GLASS SLO. DO
(E) SL. WINDOW
(E) SL. WINDOW
(E)STUCCO EXISTING 3/4
EXISTING DWELLING
ROOM ADDITION
\—(N.)
W/P
NEW STUCCO FINISH TO MATCH EXISTING
HOSE BIBB
lop,
Alk
G.F.I.
WEST ELEVATION
SCALE: 1 /4"=1'-0"
(N) ASPHALT COMPOSITION ROOFING "CLASS A" MIN.
OVER 2-151FELT MIN TYP
TO MATCH E EXISTING
HALF ROUND ROOF VENT 24" DIA.
GAUGE #26 METAL ROOF 18" W. GAUGE
TO WALL FLASHING /-#25 VALLEY FLASHING
EXISTING ROOF /—(N) HALF ROUND ROOF VENT 24" DIA,
NEW CRICKET MIN,
SLOPE 1/4 PER FT,
--(N) VINYL SL. WINDOW
(0
(N) VINYL SL. WINDOW
NEW STUCCO FINISH TO MATCH EXISTING
16 DIA. LET IN BRACEROOM ADDITION EXISTING DWELLING
IF
SOUTH ELEVATION
SCALE: 1 /4"=11'-0"
NORTH ELEVATION
SCALE: 1 /4"=11'-0"
(N) HALF ROUND ROOF VENT 24" DIA.
7g]
(E.) SL. WINDOW
EXISTING ROOF
(E.) SL. WINDOW
(E)STUCCO
(y)
d
NOTE: BORED HOLES NOT PERMITTED
IN MORE THAN TWO CONSECUTIVE
DOUBLE STUDS
1. NOTCH DEPTH & BORED HOLD
SEE TABLE BELOW.
2. STUD
PLASTER 0/ HEAVY GAUGE
3. SILL PLATE
METAL LATCH 0/ MOISTURE
4. HOLE EDGE DISTANCE 5/8"
BARRIER (O/PLYWOOD
MIN.
WHRER OCCURS)
1/2" DRY WALL
TREATED SILL BOTTOM
PLATE W1 5/8" X 12" L.
2X4 STUD @ 16" D.C.
MIN.
W
ANCHOR BOLT
W/ 2" X 2" X 3/16 WASHER
7/8" STUCCO
7" EMBEIDED INTO
CONCRETE 32" O.C.
R-13 BATT INSULATION
& 12" FROM ENDS
3 1/2" THK, CONCRETE SLAB W/
26 G. GALV.
6X641 0X#1 0 WIRE MESH 0/ 2"
METAL
SAND
WEEP
SCREED
"
777-7.
. I
4
z
C14
4d 4 #4 REBAR CONT. 3" FROM
TOP & BOTTOM (Typ.)
12"
STUD NOTCHING/BORING LIMITS 5 EXT. BEARING FOOTING
N.T.S. N.T.S.
BORED HOLES
STUD
SIZE
XT
E IR 1,
'OR
BEARINGBEARING
WALLS
NON -
WALLS
2x4
1 7/16"
2 1/8-
2x6
2 3/16-
3 5/16-
1 2-20
1 2 1/8"
2 1/8"
2
5/16"
3" MAX.
1/2 DEP
NOTCH DEPTH
T,,
SIZE
OR &
EXTERIOR
NG ,
BEARING
WALLS
NON-
BEARING
WALLS
2x4
7/8'
1 7/16-
2x6
1 3/8"
2 3/16"
1- NOTCH IN PLATE
2- 1 3/4" MAX. IF BORED HOLE
EXCEED 1 3/4" IN 2x4 TOP
PLATE OR 2 3/4" IN 2x6
TOP PLATE STRAP E/S OF
T EM #3 BELOW
PLATEW/It
3- SIMPSON CS16x14" LONG
NEW FOUNDATION
METAL STRAP, TYPICAL @
<
EACH PLATECUT W
16d's @ EACH SIDE!(6)
4- PIPE WHERE OCCURS
5- TOP PLATES/SILL PLATES
6- ANCHOR BOLTS PER PLANS
#4 REBAR, 24" L @ 24" O.C.
MAX. TIED AND EMBEDDEDMIN.
7- LOCATE ANCHOR BOLT 5"
6" INTO EXISTING
MIN. 9" MAX. AWAY FROM
FOOTING
NOTCH OR END OF PLATE
SLAB PER
PLAN
TE: -IF NOTCH OR HOLE EXCEEDS
50% OF TOP PLATE WIDTH,
USE SIMPSON ST6224,
STAGGERED @ E/S OF PLATES.
-USE SIMPSON NS AS NEEDED
EXIST'G FOUNDATION
CLEAN AND ROUGHEN EXIST'G
CON. SURFACE BEFORE
PLACING NEW CONCRETE
DRILL 3/4" 0 X 8 @45- HOLE AND
SET # 4 @ 24" O.C. PER PLAN
PIPING THRU PLATE FRAMING 6 DOWEL CONNECTION 2
N.T.S. N.T.S.
3-16D
2X TRIM
(2-2X TRI
OUCH
AT OPE N
SILL
WIDER
4-16D
_11EAD
TRIMMER STUDS
TO SUPPORT HEADER
CRIPPL
STUDS
NAI
LS FOR
MER
MMER
ING
THAN
NAI
LS FOR
ER
'DRY WALL
I STUD @ 16" O.C.
TREATED WOOD OR OF
TURAL RESISTANCE TO DECAY
kTE WITH 7/32" D. X 3-1/2" SHOT
IS @ 32" O.C. WITH 14" GAGE
ZHERS & FIRST 2 PINS PLACED
0 0" FROM PLATE ENDS
NCRETE SLAB PER PLAN
(E)STUCCO
WALL FRAMING 7 NON -BEARING INT. WALL TYP.
N.T.S. N.T.S.
N. CRICKET MIN. SLOPE
1/4" PER FT.---,
3
A35 @ I
LR-30 TYP.
(E.) 2" X 4" DBIL TOP
EXISTING WALL---c--- PLATES
VALLEY DETAIL
N.T.S. Fticv
REVISION: DATE:
A 5123/05
DRAFTING SERVICE
13075 MAGNOLIA ST.
GARDEN GROVE, CA 92844
TEL: (714) 925-3145
FAX: (714) 637-4188
SANAN SANTUCCI
ROOM ADDITION
2210 S. GLENARBOR ST.
SATA ANA) CA 92704
ALL DIMENSION, DESIGNS, SPECIFICATIONS REPRESENTED HEREIN ARE
THE ORIGINAL AND UNPUBLISHED PROPERTY OF DRAGON
CONSTRUCTION INC. AND SHALL NOT BE REPRODUCED, DISCLOSED OR
USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF DRAGON
CONSTRUCTION INC. VIEWING THESE CONDITIONS CONSTITUTES
ACCEPTANCE OF THESE CONDITIONS. ALL RIGHTS RESERVED,
DRAWN BY: Tony Vo
DATE: 05-16-05
CHECK BY:
DATE:
FILE NAME:
SHEET TITLE:
Elevation Plan
Details
SHEET NO.: 3 OF 5 SHEETS
J'A-3
Mr-W Ar)r)ITlr)KI FYICTIN(: r"1WPI IIMr,
ROOF & FRAMING PLAN.
Roof Covering
#15 lbs. of felt over 1/2 OSB plywood
Nailing schedule 6". 611. 1011
Panel span rating: 24
Finishing by 25 years comp. shingles (to ELK-AR5414)
to match the existing roof covering: class "A" fire rate.
ICBO: 3522
All lumber are Douglas Fir -Larch. #2 unless note
All nailing are 8d, 16d common nails
Galvanized sheet metal (25 gauge min.) roof valley flashing
is required. Flat roof area has 1 /4" slope for drainage w/
felt hot mopped between or build up system
Build up system: 2 layers #15 base sheet
w/ cold apply & finished w/90 lbs. cap sheet
Roof finishing matches existing style and color
4� 3/8" Plywood w/8d nails a@ 4" @ edges
& 12" in the field 5/8" 0 A.B. @ 32" O.C.
* New Living Space =1712 s. f.
Ventilation require: 5.7 s.f. @ 1/300
* Ventilation provide:
4 - 24" dormer vents = 6.28 s"f"
NOTE: INSTALL THE SKYLIGHT
* FOLLOW THE MANUFACTURE'S INSTRUCTION FOR INSTALLING THE SKYLIGHT
* CONFIRM LOCATION INSIDE AND OUTSIDE.
* LUMBER (TO MATCH EXISTING RAFTER AND JOISTS.
USUALLY: 2" X 4% 2" X 6", 2" X W OR 2" X 10")
* LUMBER: CHANCES ARE YOU WILL BE CUTTING THROUGH
RAFTERS AND CEILING JOISTS AND WILL NEED HEADER
SUPPORT BATTEN
MOUNTING BRACKET
TIGHT JOINT BETWEEN
HEAD FLASHING —
ATTACH TO ROOF DECK
FINISH GROOVE AND
WITH SCREWS FURNISHED
FINISH MATERIAL
A
WITH SKYLIGHT
STEP FLASHING
STANDARD
FIXED SKYLIGHT
STEP FLASH NG
SILL FLASHING
(E.) ROOF
I I NEW HEADER TO BE
I MATCH WITH EXISTING
I ( ROOF RAFTER
' TIGHT JOINT BETWEEN
r
FINISH GROOVE AND
I I ( DRYWALL FINISH MATERIAL
DRYWALL
1Tlillll��` �h{IITIIIIIj �11 �
•- •N A -A NEW HEADER TO : DRYWALLCEILING MATCH WITH EXISTING
SKYLIGHT INSTALLATION.
1 DETAIL
NEW HEADER TO BE
MATCH WITH EXISTING
CEILING JOIST
I
1
(E.) R.R.
{
NEW HEADER TO BE 1
MATCH WITH EXISTING
ROOF RAFTER 1
I
(E.) C.J. I
7/8" EXTERIOR CEMENT
PLASTER OVER METAL LATH
OVER BUILDING PAP'"
1X8 BACKING BOAF
26 GA. GALV. METAL'Z' B)
FLASHING. PAINT TO MATCH WA
26 GA. GALV. METAL RO
TO WALL FLASHII
PLYWOOD ROOF SHEATHINI
RAFTERS W/ (2)16d
TOE -NAILS TO LEDGE
3/8" X 5
LAG BOLTS @ 16 C
APPROVED SIMPS(
STRONG -TIE HANGS
2 X 6 LEDGEI
NOTE: TYPICAL RADIANT BARRIER
FOR T-24 ALL NEW ROOF AREAS
12
3 I,--� " 1/2" OSB PLWD ROOF
SHEATH'G MIN. CLASS "A"
C2 X FASCIA BN � �5-16 D EA. E
VENTILATION.
HOLES
\ � L A35 @ 16'" O.C.
EN.
EACH
TYP:
H1 @ EACH 2" X 4" DBL TOP PLATES
ROOF RAFTER
(TYP.) R-13 TYP.
STUCCO TYP:
----2" X 4" STUDS @ 16", O.C.
FLASHING AT WALL 5 EAVE DETAIL
N.T.S. N.T.S.
NOTE: TYPICAL RADIANT
BARRIER FOR T-24
NEW ROOF AREA
R-13
2X4 STUD @16" O.C.
CJ @1 V O.C.
SIMPSON MSTA 24 @
48" O.C. W/ SIMPSON
NAILS
. i i =
w .. ,
TOE NAILS
2" X 8" RIDGE BOARD
2" X 6" METAL HANGER
W/ JOIST HANGER NAILS
STING WALL 2 X ROOF RAFTER R-30
@ 16" Q.C. INSULATION
ADDITION ATTACH TO GARAGE RIDGE DETAIL. 2
N.T.S. N.T.S.
NEW ROOF SHEATHING
/NEW ROOF SHEATHING BN 1/2" OSB PLWD ROOF
2 X FASCIA SHEATH'G MIN. CLASS "B"
B.N.
CONT. 2 x 6
LEDGER W/ 16d @
V
RAFTERS W/ 16" O.C. TO
(2)16d TOE -NAILS BLOCKING BELOW
2-16d TO EACH
TO LEDGER ROOF RAFTER
A
RAFTERS W/ (2)16d NEW ROOF SHEATHING
TOE -NAILS TO LEDGER
CONT. 2 x 6 —
LEDGER W/ 16d @
16" O.C. TO
BLOCKING BELOW
SOLID 2x
BLOCKING
L SOLID 2x
BLOCKING
EXISTING ROOF FRAMING
(GARAGE RAFTER)
CALIFORNIA
DETAIL
•
"K
6"111111000MWA
r
AKE DETAIL
il
RAFTERS W/ (2)16d
TOE -NAILS TO LEDGER
CONT. 2 x 6
LEDGER W/ 16d Cc
16" O.C. TO
BLOCKING BELO\
2-16d TO EACH
ROOF RAFTER
—2" X 4" DBL TOP PLATES
—R-13 TYP.
-2" X 4" STUDS @ 16" O.G.
KII=1A1 Rtltli= QWPATl INrZ
WA
CALIFORNIA FRMG. DETAIL
M
El
REVISION: DATE:
A 5/23/05
DRAFTING SERVICE
13075 MAGNOLIA ST.
GARDEN GROVE, CA 92844
TEL: (714) 925-3145
FAX: (714) 637-4188
SANAN SANTU CC I
ROOM ADDITION
2210 S. GLENARBOR ST.
SATA ANA $ CA 92704
ALL DIMENSION, DESIGNS, SPECIFICATIONS REPRESENTED HEREIN ARE
THE ORIGINAL AND UNPUBLISHED PROPERTY OF DRAGON
CONSTRUCTION INC. AND SHALL NOT BE REPRODUCED, DISCLOSED OR
USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF DRAGON
CONSTRUCTION INC. VIEWING THESE CONDITIONS CONSTITUTES
ACCEPTANCE OF THESE CONDITIONS. ALL RIGHTS RESERVED.
DRAWN BY: Tony Vo
DATE: 05-16-05
CHECK BY:
DATE:
FILE NAME:
SHEET TITLE:
Roof & Framing p
Details
SHEET NO.: 4 OF 5 SHEETS
A�4
;,,Cu
misel
Ly i m
" ail 7 As� ;
STRUCTURAL NOTES & SPECIFICATIONS
General ������'�"«�����
1. The general contractor shall verify all dimensions and conditions mtsite.
Any discrepancy found shall be reported to the Architect or Engineer.
2. All work shall conform to the minimum standards of the 2001 edition of the Uniform Building Code.
3. Structural changes made shall bemubmitti edbotho�nQinoerforvovi�wmndopprnv�
4. PorUonnofcnnotnuuUoonot covered byo�u�urm|design uhmUbeconstructed per peraon'232Gofthe U.B.C..
5. The general contractor shall be responsible for adequacy and safety erections bracing,
shoring and temporary supports.
Foundation ���%�� v�
x K���~���`'��� ^� `�^== ���n�
1. Design of foundation is based onclay, sandy clay, silty clay and calyey silt with allowable bearing
value of1O0Opmfper table 1B-1,4nfU.B.C' '
2. Contractor shall verify type of soil on site. He shall inform the Engineer if soil on site is inferior
than the assumed soil type,
3. Soils With an expansion index greater than 20 shall not be used as fill supporting foundation of structure.
4. Fills and back fills shall becompacted hnBO96ofmaximum density.
5. The contractor shall be responsible for all shoring and bracing necessary to support cut and/or fill banks
during excavation, and forming and placement ofconcrete
G. Concrete slab shall be 4" thick with 6" x 6" - #10 / #10 welded wire mesh over 1 " sand over 6 mil
vioquemnover 1"sand,
7. All hold down anchors and post bases shall be tied into place prior to foundation inspection.
Lumber
r
1. All wood bearing on concrete or masonry shall be pressure treated Douglas Fir or Redwood.
2. Structural members shall not be cut nor notched without the approval of the Engineer.
3. Metal anchors, fasteners, and connectors shall be Simpson Strong -Tie connectors.
Substitutions must baapproved bythe Engineer.
4. All structural lumber shall beDouglas Fir -Larch with 1SY6maximum moisture content.
- 5. Unless otherwise noted, use the following lumber grades:
. 2x4studs Construction ofStud Grade
- 2uGstuds No.2
2x studs No.2
4n1Obeams and smaller Nn.2
4x13beams and larger No.1
Gx studs Nu1
Posts and columns No.1
6, All nailing shall beper table |-QofU.B.C.unless otherwise noted.
7. Plywood floor and roof sheathing shall be laid continuous over two or more spans withface grain perpendicular
to support. Stagger all plywood panels a minimum of 4 ft.. Nailing shall be inspected before covering.
8. Plywood sheathing exposed on the underside shall be bonded with exterior glue.
9. Roof sheathing shall be1/2^COXplywood (P.|.24/0)nailed with 8d@G"atboundaries and edges; 8d @
1[Y'field nailing.
10. Floor sheathing shall be5/Q"(nininmn)T&<3(P.|.32/ 6)nsUedvvbh1Od@6"athuundoheoond
edges; 1Od@1O"field nailing.
11. Wall studs shall be continuous between points of lateral support (balloon farmed) and not interrupted by
horizontal plates. Such conditions are normally found on the walls found on the walls at gable end of
vaulted ceiling and walls around stairs.
12. All bearing walls on a wood floor shall be supported with double joists or solid blocking unless noted
' otherwise.
13. Apply shear wall plywood prior hoall box-oudm.fupouto. soffits orany other framing that may interrupt
continuity ofthe plywood shear wall.
-
14. Double top plate lap splice shall beminimum of48"and Urdeosnoted other wioe.mhm||bobai}edtoQethor
with a minimum of (8) 16d common nails per splice. Top plate breaks shall occur over a stud or post.
15. All hold downs shall befastened boa4x4post minimum, unless noted otherwise.
16. All exterior walls and interior bearing walls shall besecured tofoundation with 5/8" ¢^x10"anchor bolts @
maximum spacing of48''O.C. with 3k1G"x2"x2"bearing plates. Refer toshear wall schedule for anchor
bolt size and spacing etshear walls.
Structural ^� ��' H «�f�` �
����vu v�n���K���^x������������ �*T���x
1. All structural and miscellaneous steel shall conform to ASTM A-36 and shall be fabricated and erected in
accordance with the latest edition ofthe AlG.C. Specification for the Design, Fabrication and Erection of
Structural steel for Building.
2. Pipe columns shall conform bnASTMA,S3.grade B.
3. Steel rubes shall conform hn/\STK8A-5OO.grade B.
4. Bolts shall conform toASTIVIAr3O7.
5. Provide 3inch minimum cover around all structural steel below grade.
O. All welding shall comply with /\.N(S.SpmcifinmUoneand shall badone bycertified welders,
7. All welding shall bedone byelectric are process with E70XXelectrodes.
8. All Welding shall bodone inthe shop ofolicensed fabricator.
9. Provide special inspection for all field welding.
Manufactured Wood Products
1. All glued Laminated members shall be made of 1 - 1/2" Douglas Fir laminations, combination 24-F
^
per ARFwith the following allowable values:
^
' Fb=3,4OU psi Fv=165 psi E=1.BUU.UOO psi
' 2. Glued laminated members shall beaccompanied byacertified ofinspection
3. All g|u(mmyshall have astandard camber unless noted otherwise.
4. Parallams shall be Parallam PSL 2.0 E by Truss joist Macmillan with the following allowable values:
Fb=D.9OOpsi Fv=2HDpsi E=2.O0O.O8Opsi
5. Joists shall be TJI joists by Truss joists Macmillan and shall conform to NER 200.
6. Refer to Truss Joists Macmillan Specification for location and size of holes that maybe drilled through
the web of TJI joists.
Concrete Mason
1. Concrete block units shall be grade N-1, light weight, conforming to ASTM C-90.
Minimum compressive strength, fn=1,5OOpsi.
2. Mortar shall betype k4 conforming to ASTM c-476.Minbmum compressive strength, Yo=2.00Opsi.
3. Grout shall conform toASTM o-476. Minimum compressive strength, fo=2.00Upsi.
4. All walls below grade shall bewaterproofed and positively drained.
5. Unless noted otherwise onthe plans, special inspection io notrequired for masonry construction.
1. Unless otherwise noted on the plans, concrete shall have nminimum compressive strength of 2.500 psi in 28 days.
2. Use type _CeWhmnt.
3. Aggregate shall conform to ASTM C-33.
1. Reinforcing steel shall be deformed steel conforming to the requirements of ASTM A-615grade 40,
2. Minimum cover for cast inplace concrete shall beaefollows:
a)Poured against earth 3inches
b) Walls exposed toweather:
#5and smaller 2inohne
#Gand larger 1.5incheu
3. Bars shall beclean orrust, grease orother material likely toimpair bond.
4. Minimum lap of reinforcement shall be 40 bar diameters. Lap horizontal bars at corners and intersections.
CERTIFICATE
��� F COMPLIANCE ��K�������_U��U �
«.�����. U UK-U»_��~�U �� RESIDENTIAL
K����
Sainan Santucci ' 'May 16,28D5
Project Tile Date
Project Address
TonvVz [71 925-3
Documentation Author Telephone
Package
Compliance Method (Package orComputer) Climate Zone
Enforcement Use Only
Total Conditional Floor Area 490 ft.' Average Ceiling Height 8 ft.*
Conditional Slab Floor Area 480 fLo
Building Type: X Single Family )< Addition
one ormore)
Front Orientation: ��k�n� North /South / East West / All Orientations
Number ofStories: 2 er of elling Units
Floor Construction Type: Raised Floor (Circle one orboth)
RADIANT BARRIER (required inclimate zones 2,4LR45) Required for this submittal X yes -no
BUILDING ON
Component
Type
Frame Type
wd = wood
Cavity
Insulation
Sheathing
Insulation
Total
R-Value
Assembly
U-Factor
Location/Comments
(aftic, garage, typical,
Wall
Wood
R-1 3
R-1 3
EXTERIOR WALLS
Wall
Roof
Wood
R-30
R-30
CEILING
Roof
Floor
Concrete
Floor
Slab Edge
For Drescriotive comoliance. Total R-Value and Assemblv LI-Factor are not reouired for a wood -Framed wall that meets cavil
R-Valueinsulation requirements for the Prescriptive Package.
Fenestration
Shading Devices
Fenestration
# / Type
Orientation
Area (ft. 2)
Fenestration
U-Factor
Fenestration
SHGC
Exterior
Shading Aft.
0verhangs Fin
Front
Front
Left
NORTH
20
0.75
0.4
SHADED
Yes
Left
Rear
WEST
40.8
075
0.4
SHADED
Yes
Rear
Right
Right
Skylight
/
�
(Page 1of 2) MF-IR
Note:Low rise residential buildings subject mthe Standards must contain these measures regardless mthe compliance approach used. Items marked
with mmasterisk Omay umsuperseded by more stringent compliance requirements listed onthe Certificate ofCompliance. When this checklist m
incorporated into the permit documents, the features noted shall be considered by all parties as minimums component performance specificationfor
the mandatory measures whether they are shown elsewhere mthe documents or onthis checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
§ 150 (a): Minimum R-1 9 ceiling insulation.
X
§ 150 (b): Loose fill insulation manufacturer's labeled R-Value.
§ 150 (a): Minimum R-13 wall insulation In wood framed walls or equivalent U-Factor in metal
X
frame walls (does Not apply to exterior mass wells)
150 (d): Minimum R-13 raised floor insulation in framed floors.
150 (1): Slab edge insulation -water absorption rate no greater than 0,3% water vapor
transmission rate no greater than 2,0 perm / inch.
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form,
X
§ 116-17: Fenestration Products, Extenior Doors, and Infiltration / Enfiltration Controls.
X
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field-fabracated) have label with certified U-Factor, certified
Solar Heat Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherwripped; all joints and penetrations caulked and sealed.
§ 150 (g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
§ 150 (0: Special Infiltration installed to comply with § 161 meets Commission quality standards.
150 (e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closable metal or glass door.
b. Outside air Intake with damper and control.
C. Flue damper and control.
2. No continuous burning gas pilot lights allowed.
Space Condition, Water Heafing and Plumbing System Measures:
§ 110-113: HVAC equipment, water heaters, shower heads, & faucets certified by the commission,
§ 150 (h): Heating and/or cooling loads calculated in accordance with ASRAE� SMACNA or ACCA.
§ 150 (1): Setback thermostat on all applicable heating and/or cooling system.
X
1 . Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally
wrapped with insulation having an installed thermal resistance of R-12 or greater.
2. First 5 ft. of pipes closest to water heater tank,non-recirculafing systems, insulated (R-4 or greater).
3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirulating sections of hot water systems.
5. Cooling system piping below 55* F insulated.
6. Piping insulated between heating source and indirect hot water tank.
x����K����U��8 ��. � COMPLIANCE �A�-U��8
CERTIFICATE U U K»~��~� U �_ ^��U� RESIDENTIAL
U����Project Tile Date
HVAC SYSTEMS
Note: Input hydnoniccvcombined hydnmicdata under Water Heating Systems, except Design Heating Load.
Heating Equipment ��hnum Distribution ' or Heat Pump
` ~~~ Thermostat ~~
Type Vumwm,heat, Efficiency and Location Piping Type Configuration
oumnel:0 (AFasm*SPp) (dvcts.attic, etc.) R-Value (split or package)
Existing FAU
Cooling Equipment
Minimum
Duct
Heat
Type �*�n«m«n»�
Efficiency
Location
DuctThermostat^~~ un�nn
~~'''�
heat,
vvm���m�/n�
(SEER)���e�)
R-Value Type
(split orpackage)
Existing FAU
STD
DUCT
4.2 SETBACK SPLIT
SEALED DUCTS � � &m �� Measures)
`w�����n� n���.�o �� ��� U������� x����u�00���� "�x��������^
OO Sealed Ducts (all climate zones)
(installer testing and certification and HERS Rafter or field verification required)
[] T%V'sCommission approved equivalent, readily accessible (climate zones 2and | 15nnly)
(installer testing and certification and HERS Ratter or field verification required)
OR
[] Alternative hnSealed Ducts and TXVn (see Package CcvDAlternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
8 0.35 0.4 (require vinyl frame doors & window)
Water Heating Systems
Water Distribution Number � inTank Energy Factor Standby External Heater Type Type System (kW or Btu/Hr) ---d�or- -----'-put ' Capacity
or Recovery Loss Insulation
(gallons) Efficiency R-Value
GAS WATER HEATER GAS ONE 75 50 STD STD R-12 BLANKET
For small gas storage water heaters (rated inputs of less, than mequal to 75,000 Btu/Hr), electric resistance, and heat pump water heaters,
list Energy Factor. For Large Gas storage water heaters (rated input greater than 75,000 Btu/Hr), list rated input, Recovery Efficiency and
Standby instantaneous gas water heaters, list rated input And recovery efficiency.
SPECIAL FEATURES (Add extra sheets if necessary). Package Cand o:TXvxo,Commission approved equivalent, Sealed Ducts,
Radiant oonmm(see Installation requirements for radiant barriers in Section 8.13 of the 1999 Residential Manual). Package C: thermal mass (thermal
mass type, covering, thickness, and description).
MANDATORY MEASURES CHECKLIST:_VES1DEWTt*;:--
(Page1 of2)MPAR
Note:Lowmse residential buildings subject mthe Standards must contain these measures regardless ofthe compliance approach used. Items marked
With an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is
incorporated into the permit documents, the features noted shall be considered by all parties as minimums component performance specificalion for
the mandatory measures whether they are shown elsewhere in the documents or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (Continued)
All ducts and plenums Installed, sealed and insulated to meet the requirement of the 1998 CMC
Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or
enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or
other duct system that meets the applicable requirement of LIL 181, UL 181A, or UL 181B. If
mastic or tape is used to scale openings greater than 1/4 inch, the combination of mastic and either
mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints
mastic or tape is used to scale openings greater than 1/4 inch, the combination of mastic and either
and scams of duct systems and their components shall be sealed with cloth back rubber adhesive
duct tapes unless such tape is used in combination with mastic and drawbands.
2. Exhaust fan system have back draft or automatic dampers.
3. Gravity ventilation systems serving conditioned space have either automatic or readily accessible
manually operated, dampers.
114: Pool and Spa Heating Systems and Equipment.
1. Systems is certified with 78% thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar healing.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional Inlets and a circulation pump time switch.
§ 115: Gas fired central fumac as, pool heaters, spa heaters or household cooking appliances have no,
X
continuously burning pilot, (Exception: Non -electrical cooking appliances with pilot < 150 Btu/Hr).
Lighting Measures:
§150 (k) 1: Luminaries for general lighting in kitchen shall have lamps with an efficacy of 40 lumenstwatt or
greater for general fighting in kitchens. This general lighting shall be controlled by a switch on a readily
accessible lighting control panel at an entrance to the $(lichen.
§150 (k) 2: Rooms with a shower or bathtub must have either at least one huminaire with lamps with an
efficacy of 40 lumens/waft or greater switched at the entrance to the room or one of the alternative to this
X
requirement allowed in § 150 (k) 2; and recessed ceiling fixture are IC (insulation cover) approved.
(Page 3of 3) CF-1R
COMPLIANCE STATEMENT
This certificate nfcompliance lists the building features and performance specifications needed to comply with Title 24,Parts 1and Vofthe
California Code of Regulations, and the administrative regulations to Implement them. This certificate has been signed hythe Individual with
overall design responsiblility. The undersigned recognize that compliance using duct sealing and TXVs (or Commission approved equivalent)
requires Installer testing and certification and field verification by an approved HERS rafter.
Designer or Owner (per Business and Professions Code)
Name:
Sonen8antucci
Title/Firm:
OWNER
Address:
Glenabor St.
Santa Ana, CA 92704
Telephone:
(Signature) (Date)
Enforcement
Name:
Title/Firm: Drating Service
SanteAnaC/\927D4
Telephone: 714-892-7475
TmnyVo 5-23-05
(Signature) (Date)
Documentation Author
Name
Title/Firm:
Address:
Telephone:
(Signature) (Date)
REVISION: DATE:
DRAFTING SERVICE
GARDEN GROVE, CA 92844
ROOM ADDITION
ALL DIMENSION, DESIGNS, SPECIFICATIONS REPRESENTED HEREIN ARE
THE ORIGINAL AND UNPUBLISHED PROPERTY OF DRAGON
CONSTRUCTION INC. AND SHALL NOT BE REPRODUCED, DISCLOSED OR
USED BY OTHERS WITHOUT PRIOR WRITTEN CONSENT OF DRAGON
CONSTRUCTION INC. VIEWING THESE CONDITIONS CONSTITUTES
ACCEPTANCE OF THESE CONDITIONS. ALL RIGHTS RESERVED.
DRAWN BY: Tony Vo
DATE: 05-16-05
CHECK BY:
FILE NAME:
SHEET TITLE:
Title 24
A�5