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1. All material and workmanship shall conform to
the drawing and specifications.
2. During the construction period, the contractor
shall be responsible for the safety of the building.
The contractor shall provide adequate shoring,
bracing and guys in accordance with all national,
state, and local safety provisions and must be
approved prior to erection.
3. Drawing indicate general and typical details of
construction where conditions are not specifically
indicated but are of similar character to details
shown, similar details of construction shall be used
subject to review by the architect.
4. All details designated as standard or typical shall
occur in addition to any other specific
called out.
5. Grade and species of all lumber must be grade
marked.
I IM-MV10MU1131,0012wo,
1. All structual lumber shall be Douglas fir, #1 or #2
conforming to standard framing rules for West Coast.
2. Plywood for roof sheathing shall be CDX, Unless noted
otherwise. Use exterior type, minimum C—C grade,
where plywood is exposed to weather. Plywood for floor
sheathing shall be CDX, unless noted otherwise. All
plywood shall conform to US standard PS 1-95.
3. All wood bearing on concrete shall be pressure treated
or foundation redwood.
4. Studs over 10 ft. in height or supporting 2 floors and
roof must be 2x6's at 16" OC unless noted otherwise. For
studs greater than 16 ft., see plan. Studs in cripple walls
less than 4 ft. in height may match the studs above.
5. Provide 2x's solid blocking between joists and rafters
at all supporters.
6. Cross bridging shall be provided at 8'-0" on center
maximum for all joists and rafters more than 8" deep.
7. Provide double joists under partitions which are parallel
to the joists.
8. Top plate of all studs walls shall be two pieces the
same size as the studs. Splices are to lap 4'-0" minimum
and be nailed with 16d nails min. each side of joists.
9. All nails shall be common or gal. box. Nailing shall be
per chapter 23 of the uniform building code.
10. All bolts shall be retightened prior to the
applications of sheathing, plaster, etc.
11. Use 2X6 for plumbing walls.
REINFORCING STEEL
1. All reinforcing steel, dowels, and ties shall
conform to ASTIVI A615, grade 60, unless noted
otherwise. #3 bars shall be ASTM A615, grade 40,
deformations shall be in accordance with ASTIVI
A-305.
2. All reinforcing steel shall be lapped as indicated
on the drawings where laps and/or splice locations
are not specifically indicated, verify with the
engineer if a splice can be provided. All reinforcing
steel shall lapped with a class "C" lap unless noted
otherwise.
3. All reinforcing steel in masonry shall be lapped
40 bar dia. or two (2) feet min., unless noted otherwise.
T
1 PROPERTY ADDRESS -
2057 HALLADAY, SANTA ANA CA, 92707
2 PROPERTY OWNER -
MARGARITA GARCIA
3 PROPOSED:
TWO BEDROOMS & TWO BATHROOMS
4 TYPE S.F.RESIDENCE-
ZONE - RI
5 PARCEL: #
014-113-35
6 LOT AREA
7068 Sq.Ft.
7 EXISITING LIVING AREA-
702 Sq.Ft.
8 ADDITIONAL LIVING AREA-
rict Sq.Ft.
9 NEW LIVING AREA-
2Z 60 Sq.Ft.
10 LOT COVERAGE
11 YEAR BUILT
2&407 %
1946
� E. Wells
===z== New Walls
E. Window To Be Removed
Existing Walls To Be Removed
U-Te-UMIRIJ
E. Window
New Window
Lighting
0 Reccess Lights
Hoes Bibb W/ Backflow Preventi(
A.F. Outlet
GFCI Outlet
GFI W/P Outlet
Switch
Smoke Detector w/
Battery Back Up
New 5040 SlidiN Window
W1 Dual Glaze / 4x6 Hdr.
To Match Existing
New 2668 Door
W/ 4A Hdr.
New 2668 Solid Core Door
W/ 4x4 Hdr.
New 2020 Obscure Window
for Ventilation W/ 4x4 Hdr.
New 22" X 30" Min. Attic Access
USIN
ro,--
A_�q
r%^# Alf
B $01
SCALE: 3/16') =1'-O
( er
1/8 )P=1 I-Opy
FLOOR PLAN (EXTIST'G & ADDT'N)
SCALE:
E. Edinger Ave.
ct
Project Site
W >1
co
Uj
E. Warner Ave.
C'`az:
VICINITY
MAP
A `
(NO
SCALE)
Em
I
SITE
SCALE:
a
O'd
I
Ml#
.—
owner.
P.�—....
Project Planner.
ion/Issue I Date
MARGARITA GARCIA
2057 HALLADAY ST.
SANTA ANA CA, 92707
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
EheetT!Uw. Sheet
SITE PLAN
Sheet I
T"w* SITE
Date
1212012004
ml A�l
Scale AS NOTED ]
k5, Al Gxt, Walls
5/ 8 '' x 0 A, P, 1211
Min, Leriqht WI
211 x 2'' x �/ 16 '' 5q,
20 Wall Studs O, C Washer -1' 0, C, 10
From Corners
20 Bottom Flat-, f, R
Weep Screed
'I A
A
A'
A
4
'A.
A. 4..
44 .4
4y
z
A A 14
New Cont,! oobinq .
#
co
1211
� 2" Min, Concrete Slab W1
6 x 6V K 10"x 10'' W W M, Over
2" of Washed Sand Over 6 Mil,
Vapor Barrier On Compact Soil
`--2" of Sand
Mil, Ve5quin
Compact 5011
FOUNDATION DETAIL
SCALE: (NO SCALE)
Nero Wall 5Wd Atach(d
To fix, 5truc,
WfCH 5AW �k 9,M
L�1&
-A
.. .........
A: % ;I I .
A-
60*
60.
A4
t
NFW CONfIN1,105
Connection of
New & 5X' 1`00tiq
4
6 IWO �K
F00flN6 W1
Froxy C4WLfr
575m 5et22
ECIA, IW�C-1`101\1
lX, �00tfrq'
NEW FOOTING AND EXISTING FOOTIPI
SCALE: (NO SCALE)
291-011
7FOUNDATION PLAN
SCALE: 1/4 $1= i v —0)$
No. I / B I ''Revisionflssue I Date
Owner.
MARGARITA GARCIA
2057 HALLADAY ST.
SANTA ANA CA, 92707
P�
Pmject Planner.
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
Sheet Tide:
45 1 fh
eat Title:
IL FOUNDATION
L
Date
12/20/2004
Scale
AS NOTED
Sheet
Ingwim gTong N to] a
01 1
Provide attic vertbq wl total -
area- I/ I �O min, of '--&jc vent.
12
4 1 ----
ELEVATION
SCALE: 1/4"= 1 '-0)p
NEW ADDITION ROOF
New shingle G655 ''C' to match
existing
L# 291-011
NEW ADDITION WEST ELEVATION
SCALE: 1/8"=V-0
Provide attic verrL5 w/ total -
area- I/ I 5O min, of attic vent
Now shingle Cl ass ''C' to match
eXi5titicj
Fxi5tinq Shingle
Ulu
New wlndOW5 fo
Match �K!-Airq
of -
0 L-i j
9 existingStuccoSimpson Straps
Now Stucco to
CV0106 Cl)
EN Match existing
1% Nrw AdAim xistlnq 19WArg
^r-f ^11
NEW ADDITION SOUTH ELEVATION
SCALE: 1/4
IN
1111111010
Revisionlissue
VICTORIA DIAZ
1809 N. NANCY LANE
SANTA ANA CA, 92706
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
N-
2XI Q Fa5ci�
2X4%05@16O,C�w
i'JI� In51,
Hololown Anchor @ each 5
�I
10:0
H
SECTION FRAMING (A)
NO SCALE
7 5HMW&i 5CH1 121
9VING
Use 3J 8" I'I,NNOOi7 Or 0�0
FrIGF NAILING
80 c6"
M19 NAIUNG
817 @12"
1 %6 5tUI7 ANP MCA,
� 3X
51LL DaINC, C
518 al, ¢ 4' O"
FOWATI0N
51LL NAILING @ M
1617 @ 6"
%CW5
*-I6p c 3"
9fAM0W
264MP
528F1,F
5fx &LOW W1
224FLF
157 lVVION
*448F1,F
L=7'-5" L=71-41E L=4'-3►1
0 V I V
SHEARWALL DETAIL
it inq
@ 16" O'C,
1 / 2" pluwooj 5heathinq W/ 8J
Nails @6" O,C,
9
i?ouble 2X4 Top Plate
2M %J5 @16 —
O,C, w/ PJz In51,
Treateol 2X4
2X8 Faf�er @ 16" OL,
.nw.------------------------
w
2X6 CJ @ 1611 O.C.
double 2X4 fop Plate
2X Dlockinq Plate
2X8 Nockinq W/
Na115
2X4 %J5 @16 OL, w/
P"15 In51,
2X4 fru5t @4 OL,
5 f. 24 @ �2 O,C ---__
2X101?iJge �&
each. !
5HM, W1.L 'iYl''1;
5�� 5H W, Wl L I~'after
5GH�PLU (A-4)
s 2X4 Continuos W/
4-16J @ each 2X8
J
Furl in
r10
CD
C
(is
t..
'N
y
0
O
SCALE:
Fiber g1a55 shingle or better over ( 1)
l alter of # I � Felt over 1 / 2'' C12X
pl gwood or 053 ( 6 h ,12 nail ing)
S
0
2X4 G earring Wall
2x8 Pafter5 @16"
2x6 Cd @16'' OL,
PURLIN CONNECTION DETAIL
NO SCALE
1. Safety glazing is required at
wardrobe door, tube enlcosure,
and shower enclosure.
2. Use type V cement with a
minimum strength of 2500 psi
@ 28 days.
3. Steel reinforcement shall be
grade 40, deformed.
4. Showers shall be finished 70"
above drain w/ surface material
not adversely effected by
moisture.
5. Provide double top plate w/
min. 48" lap of splices.
V
2
Q.
No. I/ B1t-' Revision/issue I Date
Owner.
MARGARITA GARCIA
2057 HALLADAY ST.
SANTA ANA CA, 92707
Project Planner.
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
F
Sheet
NG DETAILS
/20/2004 Al4
Scale
AS NOTED