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First Floor
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12,-- 0 vut t tie "fee
ition per cbc section 202. Minimum
air per occupant is required for
PG�R'NIUH'TYPE: ELECT PLBG
MECH GRADING
Z-
0C-G. GR0UP3-------&D
CONS TIR, TYPF—j/
CODE EDITION—
E--
FLOOD ZON --:
FLOOD ZOINE CUTFIF. REOM . YES
Moslem
R @ ROO, 67R
YES
CT
IN
EN
NO
OWNER
Mrs. Marquez
AlP 01 2005
01s &RJ11M Ana
Drawn b
aniel Robledo
714-558-8306
Date 04/1/2005
T 2
existing composition
shingle roof
new composition
shingle roof to
match existing
ejo
0
\12
3
n e w s hea r wa 11
'EF] IILII
GFI,
new exterior West
plaster to 1 1/4" = 1'-0"
match existing
D
new composition
shingle roof to exisitng composition
match existing 12 1 j shingle roof
S
new window
W DOWIN
IolliSII
, . I
N
. . . . . . . ...... ......
...........
Oil I 11JOVI I I I lot '; I
Platelin
First iFloor
East
1/41110
D C
I I
4'� INUI LI I
��) -1/4r-- V-0"
OWNER
Marquez
2071 S. Evergreen
Santa Ana, CA. 92704
714-979-4639
1:4
Io2���}23
New Rog 12' - 1�
First Floor-
1-� 0
-trawn by:
aniel Robledo
-714-558-8306
..........
1 V11 0 Plan �,arning__
—V—-- 1 _0
r- - - - - - - - - - - - -
r - - - - - - - - - - 7
0of 14 _ Plan _ 1_ 0.
OWNER
Mrs. Marquez
EVERGREEN
ADDITION
2071 S. Evergreen
Santa Ana, CA. 92704
714-979-4639
ROOF PLAN/
FRAMING
Drawn by:
Daniel obledo
714-558-8306
2 x 4 studs and blocking
nailing schedule: 8d @ 3" o.c. max (edge nang)
8d @ 311 o.c. max (boundary nailing)
a @ 1211 o.c. max (field nailing)
MA My 0=0 0
2x sill plate
w/ 5/8" AB @ 16 o.c.
I
*__see floor plan & elevation for
location & length of shear wall
7 shear wall typ.
-!�l / 2 1'-Orr'=
slate roofing to
match existing o/ building
paper
1/211 ply, sheathing
1/211 "A"-"C" plywood @
overhang "A" sidedown
2 x 4 @ 16" o.c.
exterior plaster —
over wire lath over
2 layers of grade T"
paper
roof slope
Fp-e:r —plqn.e
roof rafters I insulation per section
per plan
provide shim
top plates (typ)
insulation per section
stud per section
Detail 0 1�0.
#4 dowels
new slab
existing slab
_- � f � a,aa�^a,,'� °qQ a,A -° -aa°a,�`''Q•o p``q�,-atta�'R;v i � k G �- !-
CFoundation new/old
5) i UT7-0'.
-+ ^' u ^ , 'a I X '--� L- U
PER PLAN
SIMPSON ST22
@48" O.C.
PLAN W/
SIMPSON "HU26" TYP.
RIDGE DETAIL
i - =V - 0-
INTERIOR FINISH SHEAR WALL SHTC. OR
OR SHEAR WALL EXTERIOR FINISH 0/2 X
SHTG. STUDS.
2X OR 3X PRESSURE
TREATED DOUGLUS FIR
SILL W/ 1/2" DIA. A.B. @ 6-0"
O.C. U.N.O. EMBED 4" MIN.
INTO FIRST POUR IF NOT
DONE MONOLITH I CALLY.TYP.
F.G.F
III
r
JE
CD -
4'v
MIN. 2" SANDFILL
O/W.P. MEMBRANE
4 A
CONT. TOP
AND BOTTOM
Footing 1
1 11 = 1 1-011
2
A4
existing foundation
=20
5/8" mact
4 x post
#4 dowels
drilled to existing slab
24" long 16" o.c.
Beam
.Simpson ECC 44 column cap
existing foundation
.....................
.................. ..........
Foundation
11Z= if -Off
1/41#
A4
OWNER
Mrs. Marquez
FM: 100 - V
N' 1111111 Fow
2071 S. Evergreen
Santa Ana, CA. 92704
714-979-4639
MWFA � Ed IS&RIM000111 10 1 2 1
A4
Date 04/1/2005
Door Schedule
Door
No.
Level
Width
Height
Thickness
_
Door Type
--T
Core
; Door
f Mat/Fin
Frame
Type
Frame
Mat/Fin
Fire
Rating
Elev
Type
Details
CL
=
,cis
-9
0
Comments
Head
Jamb
Sill
1
First
11 - 10"
6' - 8°
1 3/8"'
flush panel single
Louvered
52
Yes
NEW
Floor
2
First
2' - 6"
6' - 8"
1 3/4"
flush panel single T
Hollow
16
Yes
EXISTING
Floor
3
First
2' - 0"
6- 8"
1 3/8"
flush panel single
Hollow
27
Yes
EXISTING
Floor
4
First
2' - 6""
6' - 8'°
1 3/4"
flush panel single
Hollow
16
Yes
EXISTING
Floor
5
First
1' - 10"
6' - 8"
1 3/8"
flush panel single
Hollow
52
Yes
EXISTING
Floor
5
First
1'- 10"
6'- 8"
1 3/8"
flush panel single
Hollow
52
Yes
EXISTING
Floor
6
First
2' - 0"
6" - 8"
1 3/8"
flush panel single
Hollow
27
Yes
EXISTING
Floor
E
7
First
4'- 0"
6' - 6"
1 3/4"
flush panel single
Solid
_
53
Yes
EXISTING
Floor
8
First
2' - 10"
6' - 81'
1 3/4'"
flush panel single
Solid
18
Yes
NEW
Floor
9
First
6' - 0"
6' - 8"
2"
1 lite single glass
59
NEW
Floor
Solid
_
10
First
2' - 0°'
6' - 8"
_
1 3/8"
flush panel single Solid
27
Yes
EXISTING
Floor
I
i
Window Schedule
Wind.
No.
Width
Height
Description
Material
Finish
Detail
Glazing
Egress
Head
Height
Comments
Head
Jamb
Sill
Thickness Type
1�4f
- 0'°
21- 10"
6'- 6"'
EXISTING
2
3
4'-Off
61_01,
21- 11"
31_01"
�
��6'-8"
6'-6"
EXISTING
NEW
4
51- 0"
3' - 0"
Tempered
6' - 8"
NEW
5
5' - 10"
3' - 101"
��
6' - 3"'
N E W
6
3'-21'
2'- 1"
_
6'-7"
EXISTING
7
4'- 10"
2° - 9 1 /2"
I
6' - 6 1 /2"
EXISTING
existing
ZZ hose bibb
11D
Evergreen Street
1 Site Plan
OWNER
Mrs. Marquez
EVERGREEN
ADDITION
2071 S. Evergreen
Santa Ana, CA. 92704
714-979-4639
Drawn b
Daniel R•i 'do
714-558-8306
000T-'.' 5
Date 04/1/2005