HomeMy WebLinkAbout215 Riverside-A.200 I. Roof Drain, Downspout&O/flow Drain w/Outlet, Re: MEP &Civil 24. Weathered Wood Trellis; Minimum 4x8 members to be spaced 8"apart • 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 • 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"O 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
7. Guardrail min.+42"Min. Wall types refer to furniture for approval by the Architect q adjust as suppression or control elements shall be
8. Mechanical equipment. On Curb Re: MEP sheet A.008 t consider final requirement, ad•
prior o construction. necessary. Notify Architect of changes. identified for the use of the fire
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 automatic sprinkler system is required b
p p g p See A.007 for field-conditions that do not allow 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
indicated take precedent over drawings.11. Hi-Lo drinking fountain XX See A.006 for p g automatic sprinkler system installation
schedule • Provide continuous metal backing for has been tested and approved, except
12. Dex-o-Tex Elastomeric waterproof membrane ICC ESR-1757. Installation of roofing shall g
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). fire extinguishers shall be provided
Sign below; Re:A.003b 2x Stud Wall w/Thin Brick g P
19. Portable Fire Extinguisher Veneer, U.N.O. • An door hardware associated where special hazards exist including,
20. Bottom of Stair Soffit Above withmillworker 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 1 Hour Fire Rated Wall 22. Line of Trellis Above 9 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
PARCEL 2 / '`\,,
PMB 237/35-36
y�.
/4F
PARCEL 4
• ,- ,- � ----- _- 45 --� � arc � �
p •6 '" ` PMB 237 35-36
LAIDLAW sCHULTZ
•1021
---- ,
40
,'/ / 10el ° Parking Sign shall read:
I 19 9g5 19 "No Accessible Parking
A10•_7" 94 1�„ ° �� - /�`\ T j // / �0 �a95 g9 Accessible Parking located
at the ground level parking
PARCEL 1 / '' / ° --- ---- ---- A se for detail
A ll Street® � � accessed from Avon
PMB 237/ I �� I --- ----
63
0361
% N -8 , I _ TC: 18.99'
' �15 o
\.` ,/ �' cy �� I RKI r -- UP ® ! \ / ,'� FL: 18.32'
``� °or,q /�� / �� ° �� I 8-6 9 0 1 5 Lo UP 19.67' ,1.37
/ / v FS: 18.30'
lo,
e 01 FS: 19.22' FS: 19.14'
/'S Mechanical 2-0 - 9 0 19'-0„ I \\ eb°
Crawl Space', min. - 8'-b
% / ' - N I / 4 Driveway
107, 161 0
' 3 ' -' 27, 0 1 72� 27 =
---
\, I / '�\ T�6 9'- �I FS: 18.55' c 2 2
A.301 \I r \�X
`0 � o I FS: 18.47' S - �� A.3 1 I
- •�/i i ` /' ,%---- = 27'-0" 0 19'-0" 18'-6" I 8'-6" 18'-3" 10'-5" i
/ /� \ < lo
2'-7" FS: 18.14'
FS: 15.00' I 13% FS: 18.22'
FS: 17.30' 1
' \1 / \ Y ❑
I `r I J I FL: 17.20'
o I I L;' . 3
3 ��\\ I, �\ `�/ 17-
A.400 o I u \ ° 9'-0" 8'-0" 9'-0" 9'-0" _ 9'-0" 9'-0" 9'_0" I
/ \ J / - AA
J \ \ b
Q n7 `% Ij \\ �' ------------------- I 1p/ 11 TC: 17.75' I PROJECT
Bathr orfi 8" FL: 17.00'
2'-0' ---_ 2 L \
2'-0" - �_-' �6. � I 215 Riverside Ave
min. \ -
A.400 I \qI \\y p- _ - I�HVd I [__ ] ti e A.400 i 21 Newport Beach, CA 92663
1 \.S LLJ
FS: 14.80'
' v,� ;v � a 2-o
11
LOT E 6�; , d r d
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T ACT 919 - - min.
\ \\ I -- 8 I \\I �° O I Z ' DRAWING DESCRIPTION
\;�: � �o�-- o ` I i6 Q^ �.hJ Floor Plans
I h /a I 16 00 17 First Floor i \ Ni1 °\
\ o 1 19 Office Space i 50 5 T t1r e > 2
ao I Suite 100 �1' 11 ��1 $� Cl) ��� I Q
I I I I I I I I I I I.1 1 s� OC dt i
1412 sf.
' 1 5 ((� DATE ISSUE/REVISION DRAWN REVIEW
LJ
2.7.2019 CUP/CDP JY SL
0 \ o� 7.4�1 6%1 0 0 0 FF: 17.00' ' i I Submittal
/ i i I I - 3� --I(� 3.29.2019 CUP/CDP JY SL
Trash I I ;
\ \ \ oo g b I _ 6•
4 et I I "' I - ,o;-- ReSubmittal
76 sf I i r g Bik I •0
\\ \ 0 0 0 0 = ^ I W 6.14.2019 CUP/CDP JY SL
N cr Racks 7'-0"typ. ,
/ gross :o 'h
\\ g 8-6 a v� I , Resubmittal
00
r
\ /�\ N , tY . ----- -------------------`�----- _ p'
------------------------
/ �\ \\ / . ----- - t� 1:20 Slope
----- --------------------
I FS: 18.88'
-
\j \r --- --- =- - ----j/ uO
\ i hFS• ii6.2$1 r FS: 16.25 UP # o -- -- ri 1 - I `n
\u i 4'-8"clr. a tYp• .+/
' HU/' i i i -- --- - ------ -- - ------ ---- ---------- -- �$r-- 55 '--- 1
1/ -- 5'-5"clr. - . - 7, W 44 44 69
---
-'' J FS: 16.65' �--�-------- ;---- --�-'�" D
/ v R=96. 0 - 1 ��, - 'L A.203 et I ''
1fi iI /r 5'-0" 24'-0"clr. 2'-5" 5'-3" 10'-5" 6-0' 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-11" 1 tme\
1
00
FS: g -- Accessible Path of Travel; 6'
i; j r ^ 16.42' g L: 16.654' 1650 160 me\e� �e,�e( �� 1591 het Max 5%&2%cross slope fig.
TC: 16.25' /,fit- �•I' i TC: 16.25' TC: 16.42' 15. 0
FS: 15.75'-, _ -; 16� FS: 15.75' FS: 15.92' 7:72 ---
TC: 16.30' �ss� o / �y1 15.26 e 9
Z& TC: 16.15' e<I I 9 V1
:.
e
TC: 16.22E 1:12 J FS: 15.65' h 1�' l S �S S 2• I /
"*i1
FS: 15.67' '6�B :55 15�1 1 B 29 �5a I ❑
A.300 fig. /
(. 6� 9 FS: 15.66' FS: 15.65'
�5. 2
161� 156'18
1565� : � - ----fig•-5-15501
----- - - - �- - ------- - - ---------��� �C 5��
/ 15N k�1C56 15�TQ T 15 VON --- - - 1--------------------------- ---
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1550 o
• • 47-1" .0
46'-1 1" 26-6"
4. N15
A . 2nO
14'-2" 120'-6" ;51 N 10'-8" '�
��� :^��� I / cjED ARC` SHEET NO.
---
5 a All drawings and written material appearing
1 61 herein constitute original and unpublished
work of the architect and may not be
- duplicated, used or disclosed without the
N u written consent of Laidlaw Schultz Architects.
1 Main Level Parkin and Commercial Floor Plan RENEWAL �'
3111 Second Avenue
g Scale: 1/8"= 1'-0" �F of C A�\�O Corona del Mar,CA 92625-2322
(949)645-9982 Fax:(949)645-9554
www.LSarchitects.com