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<br />A5-26
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<br />38'-6"
<br />311
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<br />UNIT 1.1J-R
<br />B503
<br />A5-12
<br />UNIT 2.1 P
<br />B504
<br />A5-22.1
<br />2 3 4 6 7 8 11 12 15 17 20 21 22 BUILDING COMPOSITE PLAN NOTES
<br />1. 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 />239'-0" THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
<br />9'-11, '-2" 12'-0" 6" 2'- 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 6'-5"
<br />2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE
<br />LEGAL ADDRESS.
<br />18'-0"I 8'-7" /
<br />I ' 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL
<br />AD-01 AD-02.1
<br />4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.
<br />A5 78 I A2 60 A2 70 I 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.
<br />6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON
<br />AD XX
<br />7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
<br />I I I 8. WITH CBC 803.
<br />� 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806.
<br />- I 1- JB.
<br />10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,
<br />0 PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED
<br />ACCESS PANELS WITH SELF CLOSING DEVICES.
<br />B501 o t� t� o I I=__�I I ICE -_==le __
<br />A5-02 I STAIR B1 1 1 8.05' - - - - - - I - rt 16 5' I 11. PROVIDE ACOUSTICAL ASSEMBLIES PER AD-20 --- `- -- ALL
<br />12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.
<br />I I � I I I I 11 III I II I I I I I O 18
<br />IT- I I __ _ __ I I _ I_! _I __ I I I I i _I I 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD 22
<br />LL --- pI r- , r- , r I III I - Ad ,--
<br />-�-fi I I I I I ICI I I I I I
<br />14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.
<br />°IMr
<br />II- -II I I I I I I I I I I ,I IIII I Ii I I I I I I I u
<br />�; IIII I I I I - - I I - I IIII _ = C 15. SEE STRUCTURAL DRAWINGS FOR:
<br />I' I I I I 1 1 I i 11 A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING
<br />°I I 1 I - _= 5'.- B) SPECIAL NAILING AND BLOCKING REQUIREMENTS
<br />------ ------ -------------------------- -- - -
<br />r - - � I 000000�0� I FEC D 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR
<br />II BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM
<br />00000
<br />00000
<br />000°o°o°o
<br />0000
<br />II L ul � i °o°000 r IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING
<br />JE1
<br />PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE
<br />I °°°°°°°°° VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER
<br />CORRIDOR 1 °°°°°°°°° PROTECTION SHALL BE EXTENDED TO THOSE AREAS.
<br />VENTILATIGN- � �SHAFT _-- i 1 DN 5% UP 5% L_ ' 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR
<br />1 8.05' I j ih IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL
<br />i� ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED
<br />I I I I I N AND APPROVED.
<br />i 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION
<br />THROUGHOUT.
<br />R ° - T- 1 I ____ i _! _ _ 1 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)
<br />V LL i---- ----i i---------�--- i i-i- ----i i -- I-
<br />------t-------------------------------------t------------t---------- ----t------;------t-------- 1 .55' 1 I 1 19 6
<br />1 8.05' 1 I 1 �;+ I 1 +'I 1 1 I FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE
<br />------- - - + - - I I- + - I,,;' - +�; + I - _ 1-�- - E PROTECTION PER AD 31
<br />20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO
<br />I 1 I I I I I 1 I III ; I I I I I I I i SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.
<br />1 --J L-- I 1 11 I i 1
<br />21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR
<br />SECURITY AND SAFETY.
<br />I
<br />22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM
<br />i i I i t I 164.05' I I I - I------- -
<br />1�===71, I , �===�I I o 0 o DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.
<br />FJ ----- - -- L� - - - I r - I I - - - - - - - I - - - -
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<br />------- __-_-_-_ _ BUILDING PLAN LEGEND
<br />I I I I I I i I I I I I
<br />�
<br />DOOR SYMBOL
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<br />I I I I I � I I I � I I A7-10 A7-20
<br />------- - g58.05 I I I I_ _-_�_�_ _ XX WINDOW & STOREFRONT SYMBOL
<br />I 1 1 I I I I I 1 I , I I I I �
<br />I I I I I I I I I I I I I I I _ A7-30 A7-40
<br />i I ---F--�-�- H FD FLOOR DRAIN - SEE PLMB
<br />1 I 1 1 y
<br />I I-- ---------------- 62.55'------------------------------+------------+-----------+------------+----------I ---------------------------------- I I I
<br />158.0 ' I 1 I I I I 1 I I I --- J - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X
<br />J L---- T---- J L____T____J `-+--T- - - I FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH
<br />LOCAL FIRE AUTHORITY. AD XX
<br />I
<br />-J I a � I IDS DOWNSPOUT
<br />> --- --- -
<br />DIRECTION OF SLOPE - 1/4" / FT U.N.O.
<br />RAMP UP i X
<br />s��R i SLOPE)=4.65'(RISE i -------
<br />WATERPROOF TRAFFIC COATING AD XX
<br />162.56
<br />1 ' � I" . --------I- CONCRETE TOPPING SLAB
<br />=> I=>- - AD-XX
<br />-____-- -� (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.)
<br />1 r---- -I---, r----- ----, I r----+---- I I I i� H .9 I 3 HR RATED FIRE WALL
<br />I I I I I I _____
<br />----------- ---- ° ---------+------------+-------------------------------------+-------------+------------------------- --- J 1I I I I 2 HR RATED FIRE BARRIER
<br />°0000000000000 j
<br />-------- ------------------------------------------------- -- --
<br />F-1:1,
<br />M 316110'-��_ _ _ _ _ ---CONCRETE WHEEL STOP
<br />AD 31 I I I 5 TRASH- -- ----
<br />A5-96 f 1 I I I I I I I I l I I I I I ° / SPOT ELEVATION RELA
<br />TIVE TO 0'-0" REFERENCE ELEVATION U.N.O.
<br />SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
<br />--I - VTPS -3"FS
<br />T -" TOC FS = FINISH SURFACE
<br />158.0sI TOC = TOP OF STRUCTURAL CONCRETE SLAB
<br />' op
<br />TO CURB = TOP OF CURB
<br />%-J ® 2
<br />ACCESSIBLE PARKING SPACE
<br />I 158.05' 158.05 I I 161.01' 16 5' I I A2-60 N
<br />50 1 I I I I 1 U b
<br />I I o 0 0 0 0 0 I o I� 62.
<br />1 3I I! CONCRETE STRUCTURAL SLAB TRANSITIONS
<br />I I
<br />N DEPRESSION LEVEL TO SLOPE
<br />\i II 50 ii rn- 7�7 7721V
<br />II1I M bo
<br />SP 50 3,E _ o L SLOPE TO LEVEL �i!X DEPRESSION TO SLOPE
<br />l Lr 211
<br />50'�LEVATOR L _ _J 50 CESS �IDF r
<br />MAINTAIN 8' 2" MIN CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM
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<br />ELEV. I
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<br />ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR
<br />A5-92
<br />AFF IN ALL OTHER LOCATIONS OF GARAGE.
<br />17-12
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<br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑
<br />❑❑❑❑❑❑❑❑❑❑
<br />12
<br />DETECTABLE WARNINGS, MIN 36" WIDE
<br />AD-01 AD-31
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<br />WATERPROOF TRAFFIC COATING AD-XX
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<br />UNIT 21J-R
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<br />UNIT 1 1K
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<br />UNIT 41Q
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<br />r - 7 B509 B510 -L - B511 I �- CONCRETE TOPPING SLAB X
<br />A5-22 A5-12 ------ A5-44 I I N (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD XX
<br />UNIT 4.1P-R .I I• , 0 I o FRAMED WALL - 3-5/8" METAL STUD
<br />rr I ---
<br />B505 -
<br />°I i � FRAMED WALL - 6" METAL STUD
<br />A5 44 _ II
<br />------
<br />JJ \J \J UNIT 4.2B ill I FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB
<br />F UNIT 4.2B-R IT 4.
<br />gp 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE
<br />o A _ - - - �T_,
<br />CMU WALL - SEE STRUCTURAL
<br />-------------------------------------------------------- ---- --------------- ---------------------------------- ------------- - ----- -- --- ------------ ---
<br />----------------------------- --
<br />X
<br />F L J A2-70 CONCRETE WALL - SEE STRUCTURAL
<br />AD-XX
<br />a L J b------------- AIRCRAFT CABLE VEHICULAR BARRIER X
<br />\ El ELI
<br />\ AD-XX
<br />CI J - FULL HEIGHT STEEL FENCING 16
<br />Ca 1 IIJ oo __ D AD31
<br />II I II I I I I
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<br />A2-62 a CONCRETE COLUMN X
<br />I II F -1� �E] I 3 � 2 I � r 1 'I i COLUMN CAP AD-XX
<br />Ca A2 62 i A2-62 � L J UNIT 2.3C L J
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<br />B513
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<br />KEYNOTES
<br />A5-27 I I
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<br />i ® L- J i i El LINE OF FLOOR ABOVE
<br />ELI j i I
<br />�lJ � -----� o iv
<br />0 i F2] MECHANICAL SHAFT -SEE MECHANICAL DWGS
<br />a CORRIDOR o o p �� ❑3 RETAIL PARKING SPACE
<br />CRRIDOR
<br />ill VENTILATIOIN V NTILATIOI 4❑ GUEST PARKING SPACE
<br />�
<br />51 �
<br />03J S AFT II, _ - EfEC
<br />l l 0 i yI �5 EV READY SPACE (FUTURE)
<br />fr 7 o i
<br />TAI 64 ill LL J b EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31
<br />--A
<br />I. $ _-- ❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD 31
<br />` UNIT3.1C ;I l UNIT2.2K-R=______------- 50 =
<br />B507 Li B508 I UNB51 2N - 8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31
<br />A5-31 I _- A5-25 I� STAIR I �� '
<br />A5-26 1
<br />❑9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31
<br />L_ J --
<br />r --04 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31
<br />L J I \ I A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR
<br />B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR
<br />I
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<br />DIAGONAL STRIPING, REFER TO DETAIL I io
<br />-� C° - 12 EXPANSION JOINT, REFER TO SHEET AD-33
<br />____________� N STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION
<br />I l I I L ------ I I I I I I � N 13
<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 />5 1 2 5
<br />A5-84 A2-61 A2-70 A5-82
<br />I I I I I I I I N
<br />31'-8" 13'-5" 20'-11" 10'- 37'-6" 37'-6" 18'-8" 15'-9"
<br />1
<br />51'-11 " 26'-6" 6'-0" 36'-1 " 411 39'-2" 6'-0"1 26'-11 "
<br />• I
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<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 />ED OAK
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<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 />' /�
<br />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
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<br />(N
<br />* No. C29795 *
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<br />RENEWAL DATE
<br />0114
<br />AUGUST 31, 2023
<br />1
<br />OF
<br />License Stamp
<br />o
<br />BUILDING B FIFTH
<br />LEVEL FLOOR PLAN
<br />5
<br />MI9ce
<br />239'
<br />iR,
<br />r) (18)�19)
<br />BUILDING B FIFTH FLOOR
<br />2�
<br />PLANSCALE: 3/32"=V-0 1
<br />I
<br />COPYRIGHT n
<br />A2-55
<br />
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