Koo
<br />(H.3
<br />n eoJ
<br />2
<br />L
<br />N
<br />111111011"I'llu
<br />11 X 12
<br />T
<br />15
<br />17
<br />20) ( 21 )(22
<br />239'-0"
<br />38'-6" 9'-1" '-2" 12'-0" ' 61, 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 11
<br />36'-8" 1 18'-0"1 8'-7"
<br />I I I I I
<br />4 ilt 2 I I
<br />I A5-78 I I I A2-60 A2-70 1
<br />I I •1 T• I I � I I I I
<br />- - - - - - - - - - - - - - - - - - - - - - ! - - - - - - -
<br />UNIT 0.2A1 - I-
<br />STAIR B1 I 1 8.05' � -
<br />B401 I I 1 I I , 1 I 16 5' - - - - - ---
<br />o--� A5-02 11 r l 1
<br />-- 4 O
<br />1 � I A5-8D
<br />- r--- ---� r-- --� 1 Ill r--- r-- ---�
<br />- ' S AlR B2
<br />I I I I 1 I�1 I I I
<br />•i R � I I I I I 1 I;1 i I 1 I I I I I
<br />L -1V I I I I 1 I I I I I 1 I I I I u 41 '
<br />`f I I I I I1. 1;1 I 1 I I I
<br />1 I 1 I I 1 I I I
<br />I
<br />II IL _
<br />o0000"0000�00'0
<br />o0
<br />F C I
<br />_'
<br />UNIT 2.2P-R ----- ----------------- - ,
<br />B402 ---
<br />65
<br />oe00000
<br />c') � II L I I I I oeoeoeoo --
<br />CORRIDOR ( 1 \r \r I o<;
<br />_
<br />VENTILATI Nr __� 41 _1
<br />IT I SHAFT 1 1 1 �� IXL I_ _1
<br />�J r
<br />LL _J I I I 11 DIN 5% UP 5% L_T_ ____J
<br />I I I I 1 8.05'
<br />F_
<br />N
<br />�
<br />'
<br />M
<br />iJ
<br />M
<br />I
<br />I
<br />I
<br />N
<br />zo
<br />co
<br />I
<br />I
<br />I
<br />C
<br />N
<br />N N
<br />CD
<br />N 2
<br />N A2 61
<br />CN
<br />ao
<br />0
<br />N
<br />co
<br />CV
<br />i+o
<br />LO
<br />f
<br />N
<br />CN
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />1
<br />A2-70
<br />I
<br />I
<br />3 I N
<br />-!-�-
<br />T
<br />I
<br />158. 5' I I
<br />Q T
<br />11------ t-------- ------------ t ---- ------ --t-------- -- ---------t-------- -- 1 .55'
<br />1 1 8.05' 1 I 1 1 I 1 I I 1 1 1 I I
<br />-
<br />- + +
<br />0 r�-�-
<br />u
<br />I i I ___ _ __J L__ _ 1 __J 1 1 I L_-._ _ __J l• L_1__ I I ,
<br />UNIT 1.1 F-R
<br />1 1 1
<br />164.05' 1
<br />I o f -1 C-- ! [--
<br />J � 31
<br />- -� 1rt� - - - - - -�- 1 - - - - - M
<br />L=__ - -J - - - - - - - - - - - - - - - - - - 1 - - - - - - O
<br />-
<br />�I:f
<br />41 - ---- -
<br />- - - -- -
<br />-----
<br />I
<br />5 .•`
<br />===J' I_'_I __ I I_ _I __
<br />I I I 1 1 1 I I I I
<br />- - - - -� - - 1 - - 1 4 -
<br />+-------------5---+------ 15 -' - -- 1 I I - - - - - -
<br />L _ _ _ _ ---y 5
<br />L _ _ _ _ J _________________1_ I L - - - I 62.55' I 1
<br />---- -- -------+---------- +-----------+-------------------------------------------- I I I
<br />UNIT 4 L - I I 1 I 1 I I --- J L_
<br />158.0 ' '
<br />B404 I -I--- T---- �- T - - - - J L----T- - - I
<br />I
<br />LO
<br />-- - -J I N
<br />I 1
<br />I
<br />RAMP UP
<br />93'(RUN)(y�% SLOPE) =4.65'(RISE r-------
<br />I 162.5 '
<br />= � ! - - - - 1 - - - -
<br />a- - - - ------------- 1
<br />�� I •• I I i I I i I �
<br />r---- -----I r----------
<br />I I I I I 1
<br />..- - - - - - - - - - - ---- o00000000000000 --------- + ------------ +-------------------- + -------------F------------ I -- - - - - - I ----,1 rJ , ------------------ --- -- --
<br />0000000000000o I -
<br />0000<o><000>000 - - - - - - - -
<br />00000000000000
<br />00000000000000000000000000000 1 I 1 1 1 1 1 1 , 1 'i 1 1 1 1 1 1 1 1 M
<br />I I °o°o°o'o°e°c°e°o°o°e°o°e°o°e° I I I , 161101'
<br />1 ' 0000<0000000000 5 Eli
<br />- 1 - - ❑ - ❑ I � � - I JI� I I I 1 I - - 1 - - i 1 4
<br />•. I I I I � I 5 I � I I I I I I 1 I
<br />x i I i I i �i 1 TRASIH- JI ® - - -- -- ----J A5-96
<br />- -_J L_-
<br />VESTIEL� iU
<br />T ,l 158.051 CD
<br />I I I I I I I � ¢ I I I I I I ,
<br />11 � 2 C °°
<br />f•' r T T -- r -- ----, A2-6D r
<br />158.05' 158.05 I 161.01D' 1
<br />40 N
<br />L-J i J
<br />cli
<br />4 i i 40
<br />40 / 40 i j1 co 0o
<br />'
<br />I I I I SP
<br />40 � � r � � h Fr- � 40
<br />IDF 1 LL J ' LL _J 40 @IDF r,l
<br />B.
<br />erEc
<br />ELEV. B1 ELEV. B2El 1
<br />1 I 1 �TORAGE L 1J
<br />i
<br />�S 1 -
<br />Ell
<br />u = _
<br />Il = I ram; = I rr---�� �
<br />-
<br />Il II Ill I II q p
<br />II _� 11 , II A 11
<br />�� -1 UNIT 2.1J-R 1 UNIT1.1K F_ -1 F_ � - UNIT4.1N
<br />1 A5-22 ; A5-12 \ _ _ _ _ _ _ A5-44
<br />UNIT 4.1M-R .1
<br />6405 ------ Ir_
<br />A5 I�__
<br />1 L II �ll y
<br />r UNIT 4.2B-R UNIT 4.213 11
<br />40 _ 1 B412 - - - - - A_ - - - -
<br />11 A5-45 � ��,
<br />LJ-J
<br />F -9 Ell
<br />r-7 F -9 1
<br />LJ
<br />El
<br />i ElELI
<br />II
<br />---JI
<br />u
<br />till
<br />I
<br />3 I 2 E I till _J
<br />I
<br />11 L \ A2 62 i A2 62 i Co
<br />L J `i" UNIT 2.3B
<br />till
<br />B413
<br />1
<br />F_
<br />El Ell El L -1
<br />Ca D:D
<br />El
<br />II I j
<br />u ,
<br />-- J
<br />33 CORRIDOR
<br />o
<br />11
<br />u
<br />V NTILATIO
<br />�
<br />II
<br />>
<br />41ErEc
<br />l
<br />' El
<br />F_ 7
<br />1
<br />/STA R 4�
<br />U
<br />u
<br />`
<br />UNIT 3.1B
<br />I.
<br />UNIT 2.2J-R
<br />B407
<br />i'
<br />B408
<br />A5-31
<br />1
<br />1
<br />A5-25
<br />1
<br />LLJ
<br />1
<br />II ==
<br />1
<br />I
<br />L_ �
<br />1
<br />/ /
<br />I °1
<br />o
<br />- - - - -
<br />- - -
<br />- -
<br />I
<br />I
<br />4
<br />I
<br />I
<br />I
<br />A5-84
<br />I
<br />31'-8"
<br />13'-5" 1
<br />20'-11"
<br />10'4"
<br />37'-6"
<br />51'-11 "
<br />26'-6"
<br />6'-0"
<br />36'-1 "
<br />1
<br />1
<br />- - - - - -
<br />I 1 I
<br />1
<br />I I
<br />1 2
<br />A2-61 A2-70
<br />411
<br />239'
<br />R
<br />C RRIDOR
<br />v
<br />V NTILATIO
<br />C3j SHAFT
<br />0 II
<br />L - J
<br />/
<br />LL _J
<br />0-,D
<br />L J
<br />UNIT 2.2M
<br />g
<br />ISTAIW!33
<br />I
<br />A5-26
<br />I
<br />I
<br />IF -1
<br />-- ,
<br />1 �
<br />1°
<br />0
<br />Lin
<br />"M iiiiiiiii 11111111
<br />11111111
<br />I
<br />I
<br />I
<br />I
<br />4
<br />I
<br />I
<br />I
<br />A5-82
<br />I
<br />I
<br />37'-6"
<br />18'-8"
<br />15'-9"
<br />39'-2"
<br />6'-0"
<br />1 26'-11"
<br />O N
<br />v
<br />N
<br />C'7
<br />r`
<br />N
<br />BUILDING COMPOSITE PLAN NOTES
<br />1.
<br />THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS,
<br />ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO
<br />THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
<br />2.
<br />UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE
<br />LEGAL ADDRESS.
<br />ALL ALL
<br />3.
<br />FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO
<br />AD-01 AD-02.1
<br />4.
<br />ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.
<br />5.
<br />OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.
<br />6.
<br />PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON
<br />AD XX
<br />7.
<br />THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
<br />8.
<br />WITH CBC 803.
<br />9.
<br />INTERIOR TRIMS SHALL COMPLY WITH CBC 806.
<br />A
<br />10.
<br />PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,
<br />PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED
<br />ACCESS PANELS WITH SELF CLOSING DEVICES.
<br />B
<br />11.
<br />PROVIDE ACOUSTICAL ASSEMBLIES PER ALL
<br />AD-20
<br />12.
<br />INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.
<br />B.1
<br />13.
<br />18
<br />MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER
<br />AD-22
<br />14.
<br />VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.
<br />C
<br />15.
<br />SEE STRUCTURAL DRAWINGS FOR:
<br />A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING
<br />B) SPECIAL NAILING AND BLOCKING REQUIREMENTS
<br />D
<br />15.
<br />PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR
<br />BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM
<br />IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING
<br />PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE
<br />VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER
<br />PROTECTION SHALL BE EXTENDED TO THOSE AREAS.
<br />16.
<br />WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR
<br />IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL
<br />ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED
<br />AND APPROVED.
<br />17.
<br />PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION
<br />THROUGHOUT.
<br />18.
<br />VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.670)
<br />19.
<br />FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE g
<br />PROTECTION PER
<br />ER
<br />AD-31
<br />20.
<br />GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO
<br />SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.
<br />21.
<br />THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR
<br />SECURITY AND SAFETY.
<br />22.
<br />ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM
<br />DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.
<br />F
<br />G BUILDING PLAN LEGEND
<br />O DOOR SYMBOL
<br />A7-10 A7-20
<br />XX WINDOW & STOREFRONT SYMBOL
<br />H A7-30 A7-40
<br />FD FLOOR DRAIN - SEE PLMB
<br />FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X
<br />SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH
<br />FEC LOCAL FIRE AUTHORITY. AD XX
<br />IDS DOWNSPOUT
<br />DIRECTION OF SLOPE - 1/4" / FT U.N.O.
<br />WATERPROOF TRAFFIC COATING X
<br />AD-XX
<br />H.7 X
<br />----------I- CONCRETE TOPPING SLAB (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX
<br />H .9 SIM I I I� I I ISIM 3-HR RATED FIRE WALL
<br />1 1 1 1 1 1 2-HR RATED FIRE BARRIER
<br />3
<br />J CONCRETE WHEEL STOP
<br />AD-31
<br />SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.
<br />-3" FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
<br />-6" TOC FS = FINISH SURFACE
<br />TOC = TOP OF STRUCTURAL CONCRETE SLAB
<br />TO CURB = TOP OF CURB
<br />Q�e ACCESSIBLE PARKING SPACE
<br />DCONCRETE STRUCTURAL SLAB TRANSITIONS
<br />DEPRESSION F; ;Tii� LEVEL TO SLOPE
<br />X"
<br />L SLOPE TO LEVEL DEPRESSION TO SLOPE
<br />MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM
<br />ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR
<br />AFF IN ALL OTHER LOCATIONS OF GARAGE.
<br />❑❑❑❑❑❑❑❑❑❑ 12 12
<br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE
<br />❑❑000❑000❑ AD-01 AD-31
<br />X
<br />WATERPROOF TRAFFIC COATING AD-XX
<br />�- CONCRETE TOPPING SLAB X
<br />(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD XX
<br />FRAMED WALL - 3-5/8" METAL STUD
<br />FRAMED WALL - 6" METAL STUD
<br />FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB
<br />M 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE
<br />CMU WALL - SEE STRUCTURAL
<br />X CONCRETE WALL - SEE STRUCTURAL
<br />AD-XX
<br />AIRCRAFT CABLE VEHICULAR BARRIER X
<br />FULL HEIGHT STEEL FENCING 16
<br />AD-31
<br />I I
<br />1 CONCRETE COLUMN X
<br />I
<br />COLUMN CAP AD-XX
<br />I
<br />I I
<br />L J
<br />N
<br />KEYNOTES
<br />1❑ LINE OF FLOOR ABOVE
<br />2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS
<br />1flRETAIL PARKING SPACE
<br />4❑ GUEST PARKING SPACE
<br />�5 EV READY SPACE (FUTURE)
<br />❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31
<br />❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31
<br />❑8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31
<br />EACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31
<br />ElVEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31
<br />A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR
<br />B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR
<br />11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01
<br />12 EXPANSION JOINT, REFER TO SHEET AD-33
<br />13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION
<br />WALLS SHALL BE T-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF
<br />CONCRETE SLAB ABOVE.
<br />14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB
<br />•
<br />Architecture + Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />EI7 OAK
<br />TI\ti'�S`I'�VIhN"1 S
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
<br />T_
<br />C)
<br />VJ
<br />Q
<br />U
<br />Q
<br />z
<br />Q
<br />z
<br />U)
<br />w
<br />w
<br />U)
<br />w
<br />LO
<br />T_
<br />015
<br />LO
<br />T_
<br />W
<br />MA
<br />Wh
<br />No. Date Description H
<br />10
<br />W
<br />U)
<br />U
<br />W
<br />2
<br />U
<br />Z
<br />It is the clients responsibility prior to or during construction to notify the architect in writing
<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
<br />jre%
<br />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
<br />v J
<br />ARC,y,T
<br />LL
<br />G��SED
<br />�0 ��
<br />N
<br />N
<br />* NO. C29795 *
<br />C)
<br />RENEWAL DATE
<br />04
<br />AUGUST 31, 2023
<br />1
<br />of
<br />C A�_
<br />License Stamp
<br />o
<br />BUILDING B FOURTH
<br />LEVEL FLOOR PLAN
<br />5) (9)(10
<br />13
<br />16 (18)( 19)
<br />BUILDING B FOURTH FLOOR
<br />2�
<br />PLANSCALE: 3/32"=V-0 1
<br />I
<br />COPYRIGHT n
<br />A2-54
<br />
|