HomeMy WebLinkAbout215 Riverside-A.202 1. Roof Drain, Downspout&O/flow Drain w/Outlet, Re:MEP &Civil 24. Weathered Wood Trellis; Minimum 4x8 members to be spaced 8"apart e All dimensions are to be to the finished • At bathroom accessories,such as grab • Per CFC Section 509.1, Fire protection
2. Line of Overhead 25. Parapet,30"min.above roof finish surface face or centerline of the partition U.N.O. bars, towel bars, soap dishes, etc. on or shall be identified in an approved
3. Planter, Re: Landscape Drawings 26. Ptd Metal Canopy within walls shall be sealed against
4. Handrail @ 34"-38"AFF 27. Bio-Retention Planter Box; Re:Civil/WQMP 000 See A.006 for e G.C.to la i paint) the locations of all g manner. Rooms containing controls for
layout
X schedule partitions, doors, lighting, ceiling elements, moisture. Provide backing as required. air-conditioning systems,sprinkler risers
5. 38"0 Discharge Duct up from lower level. Provide a 36"screening protection; Re: MEP sprinklers,switches, dimmers,thermostats, and valves, or other fire detection,
6. 17"x22"Tow-Away sign location; Re: 11 B-502.8/A.003b power& comm. outlets, millwork and • Avoid cut tiles and brick. Layout to
consider final requirement, adjust as suppression or control elements shall be
7. Guardrail min. +42"Min. Wall types refer to furniture for approval by the Architect
XX prior to construction. necessary. Notify Architect of changes. identified for the use of the fire
8. Mechanical equipment.On Curb Re:MEP sheet A.008 department. Approved signs required to
9. Roof access hatch w/ ladder 36'x 30". Have side railings which extend not less than • It is the responsibility of the contractor to Per CFC 3314.1, in buildings where an identify fire protection equipment and
42 inches above the roof or parapet wall, landings shall not exceed 18 feet apart bring to the attention of the Architect any automatics sprinkler system is required b
p p g p See A.007 for field-conditions that do not allow p y q y equipment location shall be constructed
measured from the finished grade, width shall be not less than 14 inches on center, XX-00 this code or the California Building
schedule construction or installation as drawn. of durable materials, permanently
rungs shall not exceed 12 inches center.Toe space shall be not less than 6 inches. Code, it shall be unlawful to occupy any installed and readily visible
• Do not scale drawings. Dimensions as portion of a building or structure until the
10. Forms &Surfaces"Capitol"Two-Bike Capacity Rack g
11. Hi-Lo drinking fountain XX See A.006 for indicated take precedent over drawings. automatic sprinkler system installation
12. Dex-o-Tex Elastomeric waterproof membrane ICC ESR-1757. Installation of roofing shall O schedule • Provide continuous metal backing for has been tested and approved, except
be in accordance with manufacturer's specifications. reinforcingg of walls to hang millwork, as provided in Section 105.3.4.
13. Hot water heater RE:MEP. furniture shelving or cabinetry.
• Roof-mounted mechanical equipment • Per CFC Section 3315.1,Structures under
14. Service Sink • construction, alteration or demoltiion
15. Water Closet - 1.28 gallon /flush to meet standards set b American National Inst. shall not be visible in any direction (360
g y degrees) from public right-of-way or shall be provided with not less than one
Cast Concrete Wall g ) p g y
Stds. Al 12.19.2 H and S Code. Conceal water supply. Provide 30" clear width & 24" adjacent residential property, as may be approved portable fire extinguisher in
min. clear in front of watercloset. Provide adjacent area drain. Re:Structural seen from a point six feet above ground accordance with Section 906 and sized
16. Lavatory- 1.5 gpm at 80psi level for not less than ordinary hazard as
follows: l. At each stairway on all floor
17. Trash & Recycling Containers; approved self-closing metal containers or listed disposal 2x Stud Wall, U.N.O. • Provide millwork shop drawings for levels where combustible materials have
containers by an approved testing or listing agency shall be provided and maintained Architect's approval. Millwork to comply accumulated.2. In every storage and
18. Typical International Symbol of Accessibility with"Minimum Fine 250"and Van Accessible with the recommendations of the construction shed.3.Additional portable
yp� y y � Woodwork Institute of California (WIC).
Sign below; Re:A.003b 2x Stud Wall w/Thin Brick fire extinguishers shall be provided
19. Portable Fire Extinguisher
Veneer, U.N.O. • An door hardware associated where special hazards exist including,
20. Bottom of Stair Soffit Above wit millworker provided doors is to be but not limited to, the storage and use
ordered by the millworker. of flammable and combustible liquids
21. Fixed Awning Above 22. Line of Trellis Above 1 Hour Fire Rated Wall G.C.to provide full-time superintendents' . Wall, floor and ceiling shall not exceed
23. Fixed Awning per CBC Table 602 supervisin on the project.p the flame spread classifications in CBC
T-803.11
4 Key Notes 3 Legend
2 General Notes
/00
PARCEL 2 % \
PMB 237 35-36 '
-------------------
S
�• 6% ----_ - T
\` PARCEL 4
--- --
• -' -' / ____ 45 �\'•\ PMB 237/35-36 D arc
_ LAIDLAW SCHULTZ
/ / '' ------- E) TW:37.29' so
o.
' - 3 E
TW: 32.00' 95 .99
I
FS: 19.58 (E) TW;2fs.U'
PARCEL 1 / r - _-- 1
p �/ g.
PMB 237/35-36 ' ` nL ( `/�
to
� et I
\`% 14 a9'� TW: 26.17'
I DN ,
_-
-7
24.15' 15.00 FS: '
TW: 27.60' DN 19.67 '----
TW: .00' 0
Y
/,. ,
elf�s:34•5 4 7
T0.1r ebo� I
•� ,� �/'� ,',, �' /�';-' _ , eke 1` �,
\� I
- - - - -� Driveway 12�
I
\%%
24 FS: 24.15' I
2 ,\i of r i\�% y 2
A.301 NJ
2% loop.
FS: 25.00' 26 25 23 13% 1 ---'
Eave:35.08'
•� /\ I ; \ ,
A.400 _ I CD A.400
i T.O. Parapet: 44.50' T.O. Parapet: o PROJECT�109
43.50' 215 Riverside Ave
\ 1 (\
2 � ; I �\ \\ - - 3'-6" y 9-5 \\ 2 Newport Beach, CA 92663
A.400 _ `�\
62R, � A.400 I
24 9 LS�1 \r o �.d
C
T W: 32.50' t° co
LOT 919 i \\ TW: 28.00' TW: 32.50' J a a \ \\ a ^ DRAWING DESCRIPTION
TRACT T.O. Trellis: 34.50' �'� �� I Z , '
0 0 LO
0 6 W Floor Plans
I \ �1 \\ e I /
, v M Q
\ \ FS: 43.50' \' \ 1 50 5 �. �r°�
I \ \ •` Q FS: 43.50' L9 Q Q a E�I 1 1 . 11 Ni. 6�1 111� O\� t�° I Q 131,
1
Cl) � J i .� 1 . 16• ((� \�� i'' DATE ISSUE/REVISION DRAWN REVIEW
IL
J
W 2.7.2019 CUP/GDP JY SL
p p p ,i 16•
o \ \ s d 1'-6' , I Submittal
typ' ` I 0 3.29.2019 CUP/CDP JY SL
CL Resubmittal
(V� � �7 I I I I I I /�� I W 6.14.2019 CUP/CDP JY SL
Resubmittal
< a T 32 0' T.O. Parapet: o ;
F : 26/5 ' / 43.50' �`� \
FF: DN O. Wal. 9.00' 25 25
hFS ,i6.2$' / 18.88'
T 5 i \ DN T.O. Parapet: 44.50'
- 1
64'3T 18" W 44.44' Y
/I -�- 36 ' R 1
/i i i i 60' 6=21 -53'06 :X e�et
23 23 23 23
,het 165� 16 �e et e�et
O� � be % o . e 15 ,yet
2 �e me�Zt 151� 16¢1 "-I'
-------------------
9 15 15. 9
�6 N A.300 15 15' 15.26
s
=- -----"' W 2 M f T 0
cc
e
- e.:.:.:.:::.:.:.:..:.:..
,6/&
161a 5 618 1559 1 156�51 1 •�, I /
1 0 0 N *11 �� -I
----------------_ _ J AVo N S ----15--- 15�5-�yti ---T----------------------------- ------- /
--- --_ -- - -- - - -------
------
--------
50
• _-- --- __ 1bj�1 - i^O�_ / ��j A4/ SHEET NO.
vQJ
c,0 )y O-A All drawings and written material appearing
15 'I 61 herein constitute original and unpublished
work of the architect and may not be
__ I duplicated, used or disclosed without the
u _ written consent of Laidlaw Schultz Architects.
1 Roof Plan of
yT RENEWAL �� 3111 Second Avenue
Scale: 1/8"= 1'-0" F CAL F� Corona del Mar,CA 92625-2322
(949)645-9982 Fax:(949)645-9554
www.LSarchitects.com