HomeMy WebLinkAbout10147760.pdfGENERAL
1. All material and workmanship shall conform to
the drawing and specifications. I
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.
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 ASTM A615, grade 60, unless noted
otherwise. #3 bars shall be ASTM A615, grade 40,
deformations shall be in accordance with ASTM
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.
1 PROPERTY ADDRESS -
2057 HALLADAY, SANTA ANA CA, 92707
2 PROPERTY OWNER -
MARGARITA GARCIA
3 PROPOSED:
TWO BEDROOM AND BATHROOM
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- 667 Sq.Ft.
9 NEW LIVING AREA-
1369 Sq.Ft.
10 LOT COVERAGE
18.07%
11 YEAR BUILT
1946
NORM
E. Walls
New Walls
E. Window To Be Removed
Existing Walls To Be Removed
LEGEND
E. Window
New Window
Lighting
(D Reccess Lights
-\\-- Hoes Bibb W/ Backflow Prevention
Z& Outlet
GFCI Outlet
GFI W/P Outlet
Switch
Smoke Detector w/
Battery Back Up
New 5040 Slidingg Window
W/ Dual Glaze 14x6 Hdr.
To Match Existing
(Z) New 2668 Door
W/ 4x4 Hdr.
9 New 2020 Obscure Window
W/ 4x4 Hdr.
New 2668 Solid Core Door
W/ 4x4 Hdr.
0 New 2020 Obscure Window
for Ventilation W1 44 Hdr.
ARA, New 22" X 30" Min. Attic Access
0
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No. cA Revision/Issue Date lo/
Owner.
MARGARITA GARCIA
2057 HALLADAY ST.
SANTA ANA CA, 92707
PMect Planner.
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
sheet rifle: Sheet
SITE PLAN
Date
12/20/2004 All
Scale
AS NOTED
m a � Mp# M014 Mm
mmq•p M =' Me �
571-211 010
NEW ADDITION NORTH ELEVATION
Provide attic vcrtt5 w/ total -
area- I/ I �O min, of attic vent
12
291-0111
SCALE:
1 /4 ))= 1)—C
NEW ADDITION ROOF
13)-41)
New shingle 0355 "C" to match
eKlAlticj
NEW ADDITION WEST ELEVATION
571-2'# kj I \j
NEW ADDITION SOUTH ELEVATION
SCALE:
I
m
p—
Owner.
Project Planner.
Revision/Issue \ I Date
VICTORIA DIAZ
1809 N. NANCY LANE
SANTA ANA CA, 92706
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
T-Me: Sheet
ELEVATIONS
Date Sheet Tte' ELEVATIONS
I
11/18/2004
Scale A�3
Scale AS NOTED
7IR-pi ___mo
2XIO Fascia
2X4 5Wd5 @16 O,C, w
I,JI� In5l,
Holdown Anchor @ each 5
.1
A:
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SECTION FRAMING (A)
5HWWALL 5CHPly
5V11NG
H 3/ all FLYWOM Ok 05P
5%4G NAILING
W @(9"
MU) NALING
B17 @12"
FnGF %P AN? 11,0,
A
5LL 60LIN6 @
@ 4'-0°
FOWATION
tea/8+@2'-0"
5ILL NAILING @ I.t" k
160 @ 6"
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5 fAR &LOW
26AU
52
9fm ALLOW W/
224FLF
15 X ME1110N
* 448"
1 _-71 CIO I--7i All 1 — A I 71i
5HM, WALL 1YM
5�t 5HM WALL
5GHNCAU (A-4)
NO SCALE
@ 161I�
Plgwood 5heathinq W/ Bd
Na115 @6' I O,C,
Rouble 2X4 Top Flame
2X4 5wJ5 @16 —
O,C. w/ P,1,5 In51,
freated 2X4
IF
2X6 CJ @ 1611 O,C,--/
double 2X4 fop 'la
2X [3Iockinq FlaL-
2X8 Nockinq W/ -5-16d
Nails
2XI o Fa5cia
2X4 5Wd5 @16 O,C. w/
P\J15 In5l
*7AFTER CONNECTION DETAIL
NO SCALE
2X-4 TrA @4 O,C,
5,f, 24 @ �2 O,C,----
I6j@ each!
�af��er
2X-4 Continuos W/
4-16J @ each 2X8
Furl in
ROOF PLAN
SCALE: 3/16"=1'-0"
Fiber ql ass Shingle or better over ( 1 )
lager of # I � Felt over 1 f 2" Cl2X
plgwood or 053 ( 6 ,6 ,12 nail inq)
2X4 �earrinq Wall
20 Pafters @16
O.C.
s
SHEARWALL DETAIL PURLIN CONNECTION DETAIL
No scn�e 1 O
SCALE: 3/i6"=t'-0" ��rC)
NOTES
1. Safety glazing is required at
wardrobe door, tube enlcosure,
and shower enclosure.
2. Use type V cement with a
minimum strength of2500 psi
Q 28 days.
3. Steel reinforcement shall be
grade 40, deformed.
4. Showers shall be finished 70"
above drain wi surface material
not adversely effected by
moisture.
5. Provide double top plate w/
min. 48" lap of splices.
i
a
No. I �-ff Revision/issue _ I Date
MARGARITA GARCIA
2057 HALLADAY ST.
SANTA ANA CA, 92707
Project Planner.
R.A.M BUILDING AND DESIGN
1123 S. ROSEWOOD
SANTA ANA, CA 92707
fS1,ee, Sheet
NG DETAILS
/20/2004.. NOTED