HomeMy WebLinkAbout10146851.pdfREVISIONS
GI/
'EX OF ROOF 2
12
4
W PLATE LIN + +
I 1
18" (N) R=30 INSULATION
2 ff
2� (N) 2"X8" C.J. @ 16" O.C.
(N) 2"X6" F.J. 0 i6" O,C.
(N) R=19 INSULATION
F\
PROPOSED
LAUNDRY
(E) ROOF
s SECTION
-- SCALE V4"=1W
2"X10" RIDGE HOARD WI
2-18d TN EA. SIDE EA JOIST
(N) 2"X6" COLLAR TIE @ 48" O,C,
W/ 4-16d EA. END
(N) 278" RAFTERS @ 12" O.C.
je.
(N) 2-2"X4" PLATES
-- (N) 2"X10" FASCIA W/ 2-16d
PER RAFTER
— (N) R=13 INSULATION
(N) 2"X4" STUD 18" O.C.
•'MNo
••�
oil
ROOFING: (NEW)
CLASS "A" COMP. ASPHALT
SHINGLES, OVER 2 # 15 FELT;
OVER 1/2' CDX PLYWOOD OW.)
18"
/ (E)WOOD SIDING
WOOD SIDING
l (TO MATCH EXIS+ ems)
EXISTING A IN
PROPOSED
RIGHTE31DE ELEVATION
SCALE
r
_..ROOFING�NEW
CLASS 'R COMP. AS T
SHINGLES, OVER 2 # 15 FELT;
OVER 1/2° COX PLYWOOD MP)
AM OF RDOF
r
1
1 I
TOP PLATE LINE
18"
(E)WOOD SIDING
WOOD SIDING
(TO MATCH EXISTING)
7-
-PROPOSED "Alm EXISTING `—
18"X24" UNDER t — 14"X6" VENT
FLOOR ACCESS (TYPICAL)
4 LEFT SIDE ELEVATION
-- SCALE 1/4"=1'-(r
18"X24" LOUVER VENT W/ 1/4"
CORROSION RESISTANT METAL
RACA41 el^%ML?LNJC
REAR ELEVATION
-- SCALE
0
DOOR SCHEDULE
NO.
SIZE
TYPE
REMARKS
1
_
2'-8" X 6'-8" X 1-3/6"
HOLLOW CORE
2
5'-0" X 6W
ALUM. SLIDER
TEMP. GLASS
WINDOW SCHEDULE
NO.
SIZE
TYPE
REMARKS
1
3'-0" X T-0"
ALUM. SLIDER
DUAL GLAZED
2
2" 0" X 2`-W
ALUM. SLIDER
DUAL GLAZED
WALL LEGEND
EXISTING WALL TO REMAIN
PROPOSED - 2"X4" STUD @ 16" O.C.
C� REMOVE EXISTING WALL
I V-10"
`'- tK75E 8>tt9 W!
"
ROOF LINE LANDIN
_-_
FGL "-
(E) ROOF
4,
AREA SUMMARY:
LOT (50X118') = 5,900 SQ.FT.
LOT COVERAGE- 25.8%
AREA
(E)1-STORY S.F.D.
(E) LIVING =
1,053 SQ.FT.
(E) PORCH =
90 SQ.FT.
(N) ADDITION =
156 SQ.FT.
TOTAL =
1,302 SQ.FT.
(E) PARKING
(E) CAR GARAGE =
222 SQ.FT.
GRAND TOTAL =
1,624 SQ.FT.
INSULATION
WALL R=13
ROOF - R=30
FLOOR . R=19
GENERAL NOTES:
ALL CONSTRUCTION SHALL COMPLY WITH THE 2001 EDITION OF THE CBC, CMC, CPC, AND
CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND THIS
JURISDICTION.
2. SEPARATE PERMITS ARE REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING.
3: ALL PROPERTY LINES, EASEMENTS, AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS
SITE PLAN.
4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA AND SHALL BE
INSTALLED PRIOR TO EXCAVATION AND/OR FOUNDATION TRENCHING.
5. WATER SHALL BE PROVIDED ON THE SITE AND USED TO CONTROL DUST.
6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE.
7. WHEN REQUIRED BY THE BUILDING OFFICIAL, PROPERTY LINES SHALL BE ESTABLISHED IN THE
FIELD BY A LICENSED SURVEYOR.
S. THE FINISH GRADE SHALL SLOPE A MIN. 2% TO A POINT 6 FEET FROM BUILDENt3 FOUNDATION.
9. ALL WATER CLOSETS TO BE "ULTRA FLUSH" TYP. W/ 1.6 GALLONS PER FLUSH.
10. ALL SHOWER HEADS TO SE "LOW FLOW" TYPE.
11. TEMPERED GLASS DOOR @ SHOWERiTUB.
12. TEMPERED CLASS WINDOW @ SHOWER.
13. 70" HIGH NON -ABSORBENT MATERIAL MOISTURE RESSTANT IN SHOWERITUB WALL.
14. SLIDING GLASS WINDOWS SHALL EQUIPPED WI LOCKING DEVICE AND SHALL BE SO
CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGE WHEN SUBJECT
TO THE TEST.
15. 44" MAXIMUM FROM FINISHED FLOOR TO SILL FOR EMERGENCY EGRESS FOR BEDROOM.
16. THE EXIT DOOR MUST OVER.A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD.
17. UNDERCUT BEDROOM DOOR BY 2" FOR WARM AIR CIRCULATION,
16. THE REQUIRED SMOKE DETECTOR MUST BE ON PERMANENT WIRING WHITOUT ANY
DISCONNECTING SWITCH OTHER THAN THOSE FOR OVER CURRENT PROTECTION.
SMOKE DETECTORS SHALL BE INTERCONNECTED AND PROVIDE WITH BATTERY BACKUP.
19. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TO TOP AND BOTTOM
PLATES.
20. 2" X S" STUDS Q 16" O/C AT PLUMBING WALLS.
21. ALL NEW WINDOWS SHALL BE DUAL GLAZED.
22. NOTE FOR INSPECTOR. SPECIAL INSPECTION FOR EPDXY APPLICATION
23. LIGHT & VENTILATION PER CPC SECTION 1202, MINIMUM OF 15 CFM OF OUTSIDE
AIR PER OCCUPANT IS REQUIRED FOR VENTILATION.
TEMPERED JOr."
° LOSET D
PROPOSED PROPERTYW
� PROPOSED
LAUNDRY
1� - w �
EXISTING, t
NOOK
�Y �? EXISTING
z? BEDROOM
EXISTING
KITCHEN o
( SD o
zo
o]E -1
c
EXISTING 5
BEDROOM
io
4
EXISTING ° h
SD ®INN,
O '3 �t
$.
O
' EXISTING !
BATHROOM
F~
! A.
HARD WIRED 110V W/ 4
BATTERY BACK-UP "P.)
fss' '
EXISTING
{ LIVINGM.OM
1 I �r
EXISTING
BEDROOM a ;
CIA
a
,{ 00 its 10 i
all
0 0 ass
i Lt
L 4 Tugs Same
S61011018,
o
oilall Aft110
1 8°
I GARAGE
(l1
i
Am 222j SQ.FT.
to
i
I
�
�
1
1 EXISTING
1-STO S.F.D.
1,06 SQ.FT.
A
Q
IM
�
�
I
I � �
EXISTINI PORCH
A 90 Q.FT.
2 -V"
(E) FRONT YARD
tl##,kL
9--
BLUEPRINT,
DRAFTING,
& PLANNING
Jose Pico
11921 Utah Ave.
South Gate, Ca. 90280
PHONE: (562) 634-4938
CELL: (562)842-5072
FAX: (562) 634-2234
DA
7�
�a
a 'kdi '3:.8
to lmaudE :, k+.s» d Ate
SHEET TiTL
PLOT PLAN, FLOOR PLAN,
ELEVATIONS, a SECTION
(E) SIDEWALK
A)PPRlAY
(5)PARKWAY
-. �-
915 VAN NESS ST., STA. ANA, CA
FLOOR PLAN PLOT PLAN
—. SCALE 114"=1'-V -- SCALE 31332"=l'-V
DRAWN
AJC
omwAmmmm
CHECKED
JiC rrs. e
DATE
05-24-04
SCALE
AS NOTED
JOB NO.
SHEET
OIL SHEET
ORIENTED STRAND BOARD (OPTION)
OSS SHEATHING MAY BE SUBSTITUDE FOR PLYWOOD SHEATHING AT ALL WALL,ROOF
AND FLOOR APPLICATIONS AT THE CONTRACTOR'S DISCRETION. ALL OSB MUST MATCH
THE GRADE, PANEL INDEX,THiCKNESS,AND NAILING OF SPECIFIED PLYWOOD. FOUNDATION NOTES:
SHEAR WALLS I. CONCRETE STRENGTH FOR FOUNDATIONS SHALL BE 2,500 PSI MINIMUM.
2. MINIMUM FOOTING REINFORCEMENT SHALL BE ONE#4 BAR TOP AND
15/32" CDX PLYWOOD W/8d@4",6"O.C. OVER 2-LAYERS OF 1S#FELT, ONE #4 BAR -BOTTOM.
UNDER STUCCO NETTING.(TYP.). FOUNDATION SILL PLATES AND 3. MINIMUM ANCHOR BOLT SIZE AND SPACING SHALL BE 5/8" AB @ 48" O.C. WITH 7"
ALL FRAMING MEMBERS RECEIVED EDGE NAILING FROM ABUTTING EMBEDMENT, AND 2-1/272-1/20X1/4" PLATE WASHERS. ANCHOR BOLTS SHALL BE
PANELS SHALL BE NOT LESS THAN A SINGLE 3X MEMBER. LOCATED A MAXIMUM OF 12" AND 7" MINIMUM FROM THE END OF THE PLATE. 'i.
KZiG
s=6"
3
3
(N) 4X6" HDR.
Q
I 1
..1
-
-
(N) 2X6" C.J.
cmr
N 2C.J.
(_)
- __X6"_--
16" O.C.
a
@
-- 1�
_
"
- - - - ----
16 O.C----- a
X
@ 16"O.C.
X
x
1
MST30
N 4X4" HDR. Ti3B
— _
(N) 2-2X8" R.R.
�
a `�
(E) 4X4" HDR.
4
(E) 2X"" C.J.
@ 16" Q.C.
.N .
(E) �R.R
- -
(E) 4X4" HDR.
w
}
w
f
-----.-----
E)- R R.
E) 2""
(X
-
@ 16" Q.C.
C-_-------_
(E) 04" HDR.
SIMPSON ST 2116 STRAP W/
10-16d @ 4'-& O.C. —
1/2" CDX PLYWOOD SHEATHING
W/ 8d @ 6",12" O.C.; 11.1 =32t16 -
12
4�
T
+ -I..
y, rT
DETAIL -1
4'-0" MIN.
2"X10" RIDGE BOARD W/
2-16d TN EA. SIDE EA. JOIST
2"X8" RAFTERS @ 16" O.G.
T
-� +
2"X6" COLLAR TIE @ 4W O.C.
W/ 4-16d EA. END
16d EA. SiDE OF PLATE
SPLICE, TYPICAL
ALT: SIMPSON "ST22"
STUD OR MULLION
BELOW EACH SPLICE
19'-6"
6'-6"
5/8"0X12" ANCHOR BIDLT @ 4'4r
—
Q.C. MAX W/ 2-112"x21/2"X112"
18"X24"CRAWL
A
18724" C PAWL
HOLE ----
A
PLATE WASHERS
(ALL AROUND NEW FOOTING)
.)
HOLE
U.;a `I
B
€a
I
(i {
I
1
I
zI
I
I
Zia
I I I
I
O
I
I
I
I
— .-.. ____ —
(Ej FOOTING
(
I
I
I
I
II
I
I
I0
I
II
�I
I
I
I
18
I
I
I�:
(E) RAISED FOUNDATION
gi
UI
I
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I
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II
li
I
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f
I
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1I
i
11
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(
FOUNDATION PLAN
-- SCALE 1/4"=1'-0"
2"XB" RAFTERS 0 16" O.C.
279' RAFTERS 16" O.C.
12 2"X BLOCKING @ 32" O.C.
1/1:' CDX PLYWOOD SHEATHING SN. —
W/ 8d @ 6",12" O.C.; P.1-32116 4 �
4"x2" NAILER @ 48" O.C.
6.16d @ 16" O,C. -� W/ 2-16d EA. END --
BN.
1t2N
CCX ----�,
2"X10" FASCIA W1:
PER RAFTER
7/8" MIN. THK
EXT. STUCCO
(TYP.)
PLYWOOD WHERE
OCCURS
R=30 INSULATION
A35 @ 16" O.C.
2-2"X4" PLATES
HEADER WHERE OCCURS
R=13 INSULATION
2"X4" STUD @ 16" O.C.
2"X10" FASCIA W/
PER RAFTER
SN. —
16d @ WO.C. _-
SN.
PLYWOOD WHERE
OCCURS - -
DESIGN CRITERIA:
CODE: CBC 2001
TIMBER: Douglas Fir Larch (per grading rules 18) PLYWOOD WHERE IN) 2"X4" STUD PLYWOOD WHEREKj
rzo
2"x4" and 4"x4" standard Grade (Vertical Members), OCCURS @ 16" O.C. OCCURS
No. 2 Grade (Horizontal Member) A35 a 16" O.C.
20X6" and larger No. 2 Grade (Horizontal and Vertical Members)
6"X6" and larger No. 1 Grade (Horizontal and Vertical Members) (N) R=13 INSULATION (N) R-13 INSUL.ATiON
PLYWOOD: PS-1-95. Per APA Standards. PIVYOOD WI
16d a Ir O.C. 10d @ 6, 10", Q.C. 16d 6" O.C.
GLUE LAMINATED: 24F-V4 DF/DF. Per AITC Standards. "@
Fb=2400 psi. Frr--165 psi. E=1,800,000 (N) 7X6" F.J.
16" O.C.
STRUCTURAL STEEL., ASTM A-39 STEEL Per AISC Standards. SN.
SN.
Pipe and Tubing, Grade B type E or S, ASTM A-601
WELDING: AWS-E70XX, Per American Welding Society Standards. GI FLASHING GI FLASHING
(1/2 Stresses non Continuous inspection Required) WEEP SCREED WEEP SCREED
CONCRETE: (Strength @ 28 days) Per ACI 318 specifications.L
Foundations f6--2500 psi 64 N R=19 INSULATION 1;r°
Precast f�3000 psi FGL ' 1() 4 FGL
Columns fc=3000 psi
Struct. Slabs fc=3000 psi Z \\\/\\\/\�� ° 6" 6"
MASONRY: Hollow Concrete Masonry Units (CMU, Cone. Stock)
ASTM C-90, ASTM and UBC Standards 2"X6" tiiLL P.T. W/'
Type N units, Type S Mortar, 2000 psi. grout ID a ° f, 5/1r0X10" AB f° °
f'm=1350 psi (partially grouted) FM=225 psi SEE PLAN
fm=1500 psi (solid grouted) Fm=250 psi
Non Continuous inspection Reguir+sct DETAIL x x ! T 12" #4 RESAR TOP & DETAIL
" 12"
BOTTOM (TYP-)
REINFORCING STEEL: ASTM A,615, per CRSI Standards.
#4 and Smaller Grade 40
#5 and Larger tirade 60
SOiL- Allowable Soft Bearing value (Fbrg)* 1000 pal
Per Soils Report By: TABLE 18-1-A STUD 3eXe0 S.C. DOOR -
Ali Framing Connectors to be "Simpson Strong"Tle" or Equal PLYWOOD WHERE i� a 16N .2"X4"C..
OCCURS ; Q�
INSTALL GALV. SHEET
2"X6" SHIM CUT W/ A36 @ 16" O.C. METAL FLASHING
6-16d EA. SIDE 16d @ W O.C.
@ 16" O.C. i 61W T&G PLYWD W/ #4 TYP. (5 PLACES)
(N)A35 0 10d @ 6"t 10N1 O.0
1O C. J 12" 12" 160 O.C. 2 6" x
M4 @ 12" O.C.
LAP LAP 6" SOLID BLOCK -
2"X6" F.J.
@ 16" O.C.
#4 @ NOSING
+ + + + + Icj;�sum
e a n
1/2" CDX PLYW'I SHTG
Yi#rW--Q6% 42
P, e32110
2"X BLOCKING t@ 46" W/
2-16d EA. END
r 3-16d
A35 @ 16" O.C.
2"X4" BRACE @ 48"
2"X4" GABLES CRIPPLES
@ i6" O.C.
3-16d
2"x6" G.J. @ 16" ac.
SEE PLAN
A35 @ i6" Q.C.
2.2"X4" PLATES
--- HEADER WHERE'OCCURS
n 2"X4" STUD C 16" O.C.
(N) 2-2"x4" PLATES --�
(N) 2"X4" STUD
16" Q.C.
HEADER WHERE
OCCURS
fl2" CDX PLYWOOD SHEATHING
Wi 8d @ 6",12" O.C.; P.I =32116
2"Xi0" FASCIA W12*16d
PER RAFTER
2"X6" R.R. @ 16" O.C. ---�
R=W INSULATION
2"x6" C.J. ®16" O.C.
Z
(Nj 2"X6" C.J.
:a
'yp 2"x6" SILL P.T. W/
" 51WOX12" A6 04'-W
� ��f,,�f,� •• f,;�ff��
j /
�` -- 04 REBAR TOP &
DETAIL - C BOTTOM (fYP.)
(N) 2"X4" STUD
@ 16" O.C.
A35 @ 16" O.C.
(N) 5t8" T&G
PLYWOOD W/
10d @ 6",1(N, Q.C.
IN) 2"X6" F.J.
@ 16" Q.C.
2"X6" SILL P.T. W/
5/6"OX10" AS
SEE PLAN
#4 REBAR TOP &
BOTTOM (TYP.)
i8d @ 6" O.C.
5/8" T&G
PLYWOOD W/
10d a 6,1(r. O.C.
a�<
Le7 to
40 A35 i6" Q.C.
- A35 @ 16" O.C. -- - IN) 274" STUD @ i6" O.C.
(E) 2"X4" STUD @ 16" Q.C.
- 2"XW R.R. @ 16" O.t;, (N} 6V T&G PLYWOOD,
(E) 5/8" T&G PLYWOOD, W/ 10d (M 6",10", Q.C.
W/ 10d @ 6",10", O.C.
(E) 2"X4" SOLE PLATE IN) 2"X4" SOLE PLATE
(E) 2"X6" FLR JOIST {N} 2"X6" FLR JOIST
(N) 2"X4" GABLE CRIPPLES @ i6" O.C.
16d @ WO.C. (E) 2"x6" SILL PLATE
2"X6" C.J. @ 16" O.C. (N) 2"X8" SILL PLATE
R='W INSULATION
DETAIL -4
oil
The
tit
vwi Al
SIt
(3 ns
E
` "'a 0i 8 (1 ( Yb0i33t0 0
cc r 1 � � .
b �" i _e
Date
' NAILING,hIILILE {CBC T�
JOIST TO SiLL OR— GIRD MR, AIL
BRINGING `Ta -JOIIST TOE NAIL EACH EN
SOLE PLATE OR JOIST nP BLOCKING TrII
(N) MSTA30 STRAP
TOP & SOT. PLATES 60
q °
d
O
#4 REBAR EMBEDDED 9"° ° (N) ° °
INTO @ 3/4710" LONG HOLE 4
FILLED W/ EPDXY SIMPSON 4 °
GLUE ET-22
°
ICSO#4945 ,. "'" °--"•. :..„....:..
LARM5185 " a , DETAIL D
SPECIAL INSP. REQ'D. 6 1-6"
wo :'! •
a i NN w s • r 1 "�
BY
DRAFTING
& PLANNING
Jose Pica
11921 Utah Ave.
South Gate, Ca. 90280
PHONE: (552) G34-4938
FAX: (562) 634-2234
N T
MR. HERMINIO OJEDA
SHEET TITLE
FOUNDATION PLAN, ROOF FRAMiNG PLAN,
& DETAILS
SHEET
A t a - BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOE NAIL 3-8d
RIM JOIST TO TOP PLATE TOE NAIL 8d 0 6 oc
TOP PLATES LAPS AND INTERSECTIONS FACE NAIL 2-16d
CEILING JOISTS TO PLATE TOE NAIL 3-8d
i in optional i CONTINUOUS HEADER TO STUN TOE NAIL 4-8d
2
CEILING JOISTS LAPS OVER PARTITIONS FACE NAIL 3-16d
CEILING JOISTS TO PARALLEL RAFTERS FACE NAIL 3--16d
_ RAFTER TO PLATE FACE NAIL 3--8d
T S '�, L V F" � _ A I La2" PLANKSLT-UPCORNER STUDS 2-16d @ EACH BEARING
OF
1