HomeMy WebLinkAbout10139915-16.pdfx LMG
-T P
tu G
a P
21l-0" 251-011
61cl E. SANTA ANA
. . . . . . . . . . .
NEIN 2x4 WALL
F-21
NEW 2x6 PLUMBING HALL 11111 1111111
NEV! INTERIO R FLAT GYP. BD. SOFFIT 1'-0" H16H.
R4
NEW 2468 HOLLOW CORE DOOR.
15
NEV4 2668 HOLLOW CORE DOOR.
'NEV4
2865, HOLLOW coRE DOOR.
NEW 5065 SOLID CORE EXTERIOR DOOR.
❑8
NEW 5060 51-PA55 DOORS.
F_q1
NEVq 6068 SLIDING TEMPERED 6LA55 POOR.
" t
10
NEW 505.0 5INC-7LE-HUNC-7 WINDOW.
II
NOT USED.
12]
NEW 4016 SLIDER WINDOW (CENTER ON TUB).
Ca
13
NOT USED.
14
F
NEIN HATER CLOSET.
K
11
R15
I NEW LAVATORY AND BASE CABINET.
<
F32"
161
X 60" ONE PIECE FIBER&LA55 TUB 4 5HONER
NEPq 1AV CURTAIN OR TEMPERED CLASS ENCLOSURE.
(V
Rig
NEV4 25 K BTU -NATURAL r5A5 L HEATER.
VENT THRQU U ROOF AS REIRED.k4AL
18 NOT USED.
ICI NOT USED.
NEW CONC. STOOP.
[21] FX15TINO WALL TO BE REMOVED:
[22 EX157INC7 -V1INVOk4 TO BE REMOVED.
251 EXI5TIN(5 DOOR TO BE REMOVED.
,�ti ,�1:) AAA
"AL ADDING 751 SO. FT. INCLUDING THO BEDROOMS
ONE BATH 4 FAMILY ROOM.
X
LU
L N07'=5
D
• ALL WORK TO BE DONE PER 2001 CEr-, AND LOCr_%9_
NOTE: DASHED ORDINANCES.
'LINE REPRESENTS 2. VERIFY ALL DIMENSIONS. DO NOT SCALE THE
THE ROOF
DRAHIN65.
OVERHANG
ULTIMATE CONCRETE 5TRENOTH TO BE 2500 P.S.I.
28 DAYS.�/ Ca
4. LUMBER: USE DOU(5LA5 FIR COMMERCIAL GRADE2
#1 FOR ALL P05T5 AND BEAM5 6X OR LARGER,
GRADE #2 FOR ALL 4X AND SMALLER. ALL.
A11111161 1:12 LUMBER SHALL BE GRADE MARKED.
-1:12
DE HATER RESISTANT C
5. PROVIDE GYP. BOARD BACKING
IN BATHROOM.
PROVIDE G.E.I ELECTRICAL FIXTURES IN
BATHROOM.
FLOOR 5HEATHIN(5 TO BE 3/411 APA 5TURD-I4t:LR.
PLYHOOD W EXT. r5LUE. H/ IOD COMMON NAILS (OR
A h-
16D RING SHANK 50REPq SHANK)EDGES
0 6" O.C. a r
4 10" O.G. OINTER. SUPPORT. P.I. (40/20) LAY
PLYHOOP 11^V FACE GRAIN PERPENDICULAR TO
FLOOR J015T5.
ROOF SHEATHING TO BE.1/2" PLYWOOD I^V P11 24/0..
GDX T46 IN 5D 0 Col., 6111 1211 O.C.
lu
ALL NEW SMOKE DETECTORS SHALL BE POWERED z
BY THE. BUILDIW5 ELECTRICAL 5Y5TEM 4 SHALL
HAVE A-5 ATTERY- I BACK-UP.
E-AP1161 OIL
10. VERIFY EXISTING CONDITIONS AND CORRECT THEM
AS NECESSARY FOR CONSTRUCTION OF TH15
PROJECT 4 PROTECT ALL UTILITIES FROM
i.
DAMACvE5 WHETHER 5HOHN HERE,OR NOT, U HROUND UTIL'ITE5SHALL BE REGUIRED FOR
Nt)ERO
NLK TH 15% PROJECT.
mvislor
0
ML
AICTIOtq V
ARCHITECTURAL STRUCTURAL
A
W�eEP'I-E-D- FeR COMTRUCTION
SEPARATE PERMITS ARE RF-QUIRED FOR xrE
_J .. . ......
'OCTRICAL, PLUMBING & MECHANICAL PLANS
W of plans and specifications must be kept on the job ITTt^
ill Nmes wid it is unlawful to make any changes or
rations on same without written permission from the
of Santa Ana. A;
acceptance of this plan and specifications SHALL NOT
SHMET
ield to permit nor be an approval of 1he vioiation of any .4)667-2700
isions of ANY City Ordinance or State LaW.
C0JYTM_f P"' T 0
ECE
)pted By ToArlb CJ:Is�11�, R 1 v ED
JUN 3 0 2003
CITY OF SANTA ANA
Qf Santa Ana
DUPLEX OUTLET. PER lqq3 N.E.C. ART. 2l0-52(A).
r-O 1/2 HOT OUTLET. PER I,-lq5 N.E.C. ART. 210-52(A).
220 OUTLET. PER IcIcI3 N.E.C. ART. 210-52(A).
(5FI OUTLET. PER Iqq3 N.E.C. ART. 210-52(A).
V I OUTLET YqEATHERPROOF. PER 101613 N.E.G.
ART. 210-52(A).
0 JUNCTION BOX
WAwr
mo 220 01.5GONNECT - NEATHERPROOF
-<> CEILING MOUNTED LIGHT
RECE55ED CAN LIGHT
rG EXHAU5T FAN
COMBINATION EXHAU5T FAN
t CEILING MOUNTED LIGHT
FLUORE5CENT GL6. MOUNTED LIC-44T
FLUORESCENT CAN LIGHT
COMBINATION OF EXHAUST FAN
4 FLUORE5GENT CEILING MOUNTED
FLUORE56ENT UNDER CABINET LIGHT
511ITGH
3-WAY SWITCH
DIMMER 5HITCH
0 5MOKE DETECTOR TO SOUND ALARM
AUDIBLE IN ALL 5LEEPINC7 AREA5 BE
HARDY41RED WITH BATTERY BACKUP
TELEPHONE OUTLET
FUEL 6A5
HO5EB18 WITH NON -REMOVABLE
BAGKFLOY4 PREVENTION DEVICE
L DETECTORS SHALL SOUND AN ALARM AUDIBLE IN
ALL SLEEPING AREAS OF THE UNIT. U.B.C. 310A.I.
2. RECEPTACLE OUTLET LOCATIONS SHALL COMPLY
WITH lqq(o NEC ART. 210-52(a).
3. NEW WATER CLOSETS AND A550CIATED
FLU5HOMETER VALVES, IF ANY, SHALL USE NO
MORE THAN 1.6 6ALLON5 PER FLUSH AND SHALL
MEET PERFORMANCE STANDARDS E5TAf3L15HEV
'BY THE AMERICAN NATIONAL STANDARDS
114 4 5 CODE, SECTION 17c1213N.
4. NON -REMOVABLE BACKFLOV4 PREVENTION
DEVIGE5 ON ALL EXTERIOR H05E BIBS$
PER U.P.C. 603
PROVIDE A DRYER VENT TO ROOF PER U-M-0-
SEC. cl05. 14 FOOT MAXIMUM LENGTH.
2 ELBON5 MAXIMUM. 4" DIAMETER DUCT.
ALL NEW SMOKE DETECTORS SHALL BE POWERED
BY THE BUILDIN(55 ELE0TRIGAL 5Y5TEM 4 SHALL
HAVE A BATTERY BACKUP.
L 16001A1 100 1 A10%02 P-0-a"
UTILIiY PL,4N`
4=
5GALE: 1/411 11-o"
*5EE %1±7 3 FOR
ROOF FRAMING PLAN
12
T.O.P.
1/2" M-Y0WD OVER
2x8 R106E BOARD.
2xb COLLAR TIE AT
O.C. WITH (5) 16d,
NAIL5 TO EACH ROOF
RAFTER WITH KING
P05T BEYOND.
1/2" PLYWOOD OVER
2xb ROOF RAFTER5
AT 16" O.G.
I FA5GIA TO MATCH
I EX15TI*.
1/2n DRYWALL UNDER
W CEILING J015T5
AT 16" O.C. WITH R-30
IN5ULATION.
5101% OVER
2x4 5TUD5 AT Ibil O.G.
R-13 IN5ULATION.
3/4" PLYM 0/ 2xb F.J.5
160 O.G. H/ R44 IN5ULATION.
R=?,R EL"EVATION
5CALE 1/411 11 -011
1/211 PLYWOOD OVER
2xb ROOF RAFTEIR5
AT lb" O.C.
1/2" DRYWALL UNDER
2x8 CEILING J015T5
AT lb" O.G. WITH R-30
INWLATION.
51DINC7 OVER
2X4 5TU05 AT Ibn O.C.
WITH R-13 IN5ULATI0N.
3/4" PLYM 0/ 2xb
F.J.s ® lb" O.G. Yv
R-lq IN5ULATION.
FT67.
EL.EVATICN NOTE5
I. ALL EXTERIOR FINISHES TO MATCH EXISTING.
INCLUDING: V41NDOPN15, ININDOP4 TRIM, FINISH
AND COLOR, AND FASCIA. ROOF MATERIAL
SHALL MATCH EX15TIN67 AS BEST AS POSSIBLE.
2. ROOF MATERIAL SHALL Br= MINIMUM CLA55 11GII
ASPHALT SHINGLES.
3. WINDOW HEADER HEIGHT SHALL BE 6-5".
MAXIMUM WINDOW 5ILL HEIGHT SHALL BE 44.
WINDOW HEADER HEIGHT IN NEW BATHROOM
SHALL BE 11-411.
4. FIELD VERIFY EXISTING ROOF SLOPE AND
MATCH IT AS BEST AS POSSIBLE.
�iilG Y�l�i G��G�
A1710 AREA: 112 50. FT.
VENTILATION REQUIRED: 112 50. FT. 300 = 2.5150. FT.
X 144 = 311 50. IN.
VENTILATION PROVIDED:
HIGH (5026J
(2) DORMER VENTS AT: 100 50. IN. EA. = 200 50. IN.
LOW (50%)
(2) DORMER VENTS AT: 100 50. IN. EA. = 200 50. IN.
TOTAL:
wmsr'
I RX V Zkyj
50RHER VENT
400 50. IN.
SCALE : 1/411 -011
NEW ADDITIOL4<jEX15TI-N&
: 1/411 = 1 1-0"
it
SHMET,
mil/
2
-
4x4 -
---
3
4
;
.83
N !
o
A
A
L=3.42` N2
.
L=333
(
2
I
=8331
L=0
4x4 4x4
_J
1
xe
2x6 G.J.15
�l
2x6 G.J.'5
L=050
® Ib" O.G.
Ib11 O.G.
Ioil
(2)-2x
o .nr.•
1
LAP AND 5PIK E= 6J15
`.��Z'� ��++
1
A MINIMUM OF 1211�..�
N
°
.
4 NAIL W/ 4-16d NAILS
Q
#
MATCH EX15T G
L=3.b7
�
t/--24 ROOF OVERHANG
I
9
�
N
I
(2)-2x4
. ...®
I
2xb PLUMBING
2xb #IR.R.'S
2xb #1 R.R.'S
ki
I6l OL.
11 OL.
3
�i
♦
1ZN1I
�
4
L=2.83
I
°
I
♦
1
r
♦�
o
_
i
x I
=4.50'
A
1<
_.-.
__.._.
_........
4xb BEAM
E. HDR.,
,gyp ♦
1l�-
DOUBLE 24o, G.J.`S
A
a�
A6AIN5T EXIST. HOUSE
SjL�
LU
LU
E.
i
LU
E. HOR
n
�RAMING fo�oLAN
xALE : 1/411 - 11411
28'-411
6- 151-oll
31toti 5I-011 51-011 51-olt 51-on
2xb F.J.'S I
11 I
f 1 ® I b O.G. 2
4 4 Ia A
�a 2
& - U 2i _0 1 , ! � 611 THK. x
'd� `4 12" WIDE I
FOOTING I
BIM. J
D,2
IP
FOUNDATION i I
1 I ACCESS
I2"XI2" I I
l I GONG,
NZ 1 I I I I PAD
cv NEW GONG
N 5TEP5 I
X♦ X X X• X
I
wi L%J Di LIJ
LIJ
1 I I
' I
I I • II 2xb F.J:S
4, @ 16" O.G. I
ZI r4-1
I I I I
I II
I
I
(1 I I I I
I
NEW 3--1/2" THK. I I I I I I I
m GONG.5LA8
1/2" VIA. X IS" LG. DOWELS PROVIDE 24" FOUNDATION
AT TSB INTO EXIST. FOOTING ACCESS $
USE 5IMP. EPDXY OR EQUAL ADHESIVE I
I I SLIDE F.J.'S THROUGH, LAP
4 SPIKE FLOOR JOISTS A MIN.
OF 12" W/ MIN. 4 - Ibd NAILS
SCALE: 1/411 = I t_011
HOLD GIRDER BACK
I FROM GONG. TYP.
A C�
2
O
I �
A
w
z
6Z: MA'f'S t,;7
t4
lu
1/2" VIA. X 18" LG. DOYEL5
AT T4 B INTO EXIST. FOOTING
USE 5IMP. EPDXY OR EQUAL ADHE�
I 3/511 OD, GG PLYW00D BLOCKED WITH 10d
-- -- - NA I L5 AT 6" ED&E5, 12" FIELD P41 TM ANCHOR
BOLTS, AT 32" O.G. AND A35 AT Ito" O.G. TO
TOP PLATE. PLYNOOD SHEAR 5HALL BE
FULL HE ! C514T UP TO THE ROOF SHEATH I NCB.
�CUNLD)ATI CON N07*=`5
4__
I. GONGRIETE 5TREN6TH TO BE 2500 P.5.1. AFTER
25 DAY5.
2. TH 15 V41 LL BE A I -POUR 5Y5TEM.
3• ANCHOR BOLT5 TO BE 5/5" DIAMETER x 10"
LONG AT 3V O.G. WITH (1) - 2" DIAMETER x 3/16"
THIGK PLATE WA5HER. U.N.O.
4. EXTERIOR F OOTIN(5 TO BE 12" WIDE x 15" DEEP
CONCRETE X 10" LONG ANCHOR F30LT5
AT 32" O.G. 12" FROM GORNER5 AND 5PL I GE:5.
5EE DETAIL I ON 5HEET 4.
t�vl 1 N. N A I Im I N H UL�
PER 2001 GAL I TORN I A BU I LD I N& CODE TABLE 23-11-B-1
TABLE 23-I1-B-9--NAILING SCHEDULE
CONNECTION _
NAIUNGI
1. Joist to sill or girder, toenail
3-8d
2. Bridging to joist, toenail each end
2-8d
3. 1" x 6" (25 mm x 152 mm) subfloor or less to each joist, face nail
2-8d
4. Wider than i" x 6" (25 mm x 152 mm) subfloor to each joist, face nail
3.8d
5. 2" (51 mm) subfloor to joist or girder, blind and face nail
2-16d
6. Sole plate to joist or blocking, typical facenail
16d at 16" (406 mm) o.c.
Sole plate to Joist or blocking, at braced wall panels
r 3-16d per 16" (406 mm)
7. Top plate to stud, end nail
2.1
8. Stud to sole plate
4-8d, toenail or 2-16d, end nail
9. Double studs, face nail
16d at 24" (610 mm) o.c.
10. Doubled top plates, typical face nail
16d at 16" (406 mm) o.c.
Double top plates, lap splice
8_16d
It. Blocking between joists or rafters to top plate, toenail
3-8d
12. Rim joist to top plate, toenail
8d at 6" (152 mm) o.c.
13. Top plates, laps and intersections, face nail
2-16d
14. Continuous header, two pieces
16d at I6" (406 mm) o.c. along each edge
15. Ceiling joists to plate, toenail
3-8d
16. Continuous header to stud, toenail
4-8d
17. Ceiling joists, laps over partitions, face nail
3-16d
I8. Ceiling joists to parallel rafters, face nail
3-16d
19. Rafter to plate, toenail
3-8d
20. 1" (25 mm) brace to each stud and plate, face nail
2-8d
21. l" x 8" (25 mm x 203 mm) sheathing or less to each bearing, face nail
2-8d
22. Wider than I" x 8" (25 mm x 203 mm) sheathing to each bearing, face nail
3-8d
23. Built-up comer studs
16d at 24" (610 mm) o.c.
24. Built-up girder and beams 20d at 32" (813 mm) o.c. at top and bottom and staggered 2-20d at ends and at each splice
25, 2" (51 mm) planks
2-16d at each bearing
26. Wood structural panels and particleboard:2
Subfloor and wall sheathing (to framing):
1/2" (12.7 mm) and less
6d3
32"-3/4,, (15 mm-19 mm)
8d4 or 6d5
-1" (22 mm- 2S mm)
8d3
11/8-1114" (29 mm-32 mm)
IOd4 or 8d5
Combination subfloor-underlayment (to framing):
3/4" (19 mm) and less
6d5
7/ "-1' (22 mm-25 mm)
8d5
11/8"-11/4' (29 mm-32 mm)
tOd4 or 8d5
27. Panel siding (to framing)'-:
1/2" (12.7 mm) or less
6d6
5/g" (16 mm)
8d6
28. Fiberboard sheathing:?
1/2" (12.7 mm)
No. 11 ga.g
6d4
No. 16 ga.9
25/32" (20 mm)
No. 1 I ga.g
8d4
No. 16 ga 9
29. interior paneling
1/4" (6.4 mm)
4dto
3/8" (9.5 mm)
6d m m
.%-ommon or vox naps may oe usea except wnere otherwise states.
2Naiis spaced at 6 inches (152 mm) on center at edges. 12 inches (305 mm) at intermediate supports except 6 inches (152 mm) at all supports where spans are
48 inches (1219 mm) or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Sections 23 t 5.3.3 and 2315.4. Nails
for wall sheathing may be common, box or casing.
CCommon or deformed shank.
°Common.
5Deformed shank.
6Corrosion-resistant siding or casing nails conforming to the requirements of Section 2304.3.
?Fasteners spaced 3 inches (76 mm) on center at exterior edges and 6 inches (152 mm) on center at intermediate supports.
8Corrosion-resistant roofing nails with 7/16-inch-diameter (I I mm) head and 11/2-inch (38 mm) length for 1/2-inch (12.7 mm) sheathing and 13/4-inch (44 mm )
length for 25/32-inch (20 mm) sheathin confomt4ng to the requirements of Section 2304.3.
9Cotrosion-resistant staples with nominal;/16-inch (I I mm) crown and 11/8-inch (29 mm) length for 1/2-inch (12.7 mm) sheathing and i m/2-inch (38 mm) length
for 25/32-inch (20 mm) sheathing conforming to the requirements of Section 2304.3.
mOPanel supports at 16 inches (406 mm)120 inches (508 mm) if strength axis in the long direction of the panel, unless otherwise marked). Casing or finish nails
spaced 6 inches (152 mm) on panel edges. 12 inches (305 mm) at intermediate supports.
IIPanel supports at 24 inches (610 mm). Casing or finish nails spaced 6 inches (152 mm) on panel edges, 12 inches (305 mm) at intermediate supports.
2-282
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Z Al,*Loo WORK 'To f>f5 PVRCooDFo6 *At4O LeOCALo O�,VlNoNrlcaSv
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