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1 2 3 4 6 7 8 11 12 14 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 />38'-6" 9'-1" '-2" 12'-0" ' 6"2'- 29'-6" '- " 28'-6" 30'-0" 30'-0" 31'-6" 13'-0" 3'-4" 11
<br />2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE
<br />36'-8" I 18'-0"I 8'-7" 1'- LEGAL ADDRESS.
<br />/" I I I I I I
<br />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 />3 1 2
<br />A5 78 A2-60 A2 70 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.
<br />6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX
<br />I
<br />7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
<br />8. WITH CBC 803.
<br />zo r , I r 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806.
<br />A - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - -_
<br />' � 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,
<br />_ _ _ _ _ _ _ "` "" '' ' = "` " ''' _ _ _ _ _ _ _ _ _ _ _ -v A PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE RATED ASSEMBLIES PROVIDE FIRE RATED
<br />C° I I ', I I I I I I I I C� ACCESS PANELS WITH SELF CLOSING DEVICES.
<br />UNIT 0.2A1 STAIR B1 - - - - - - - - - - - - t - -
<br />147.9 ' 1 55' B 11. PROVIDE ACOUSTICAL ASSEMBLIES PER
<br />B.1 - - - - - - - A5-02 ' -J L- --J i �- --- LL_ r srt� AD 20
<br />12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.
<br />6.1 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER 18
<br />S AIR B2 ' AD-22
<br />14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.
<br />I I I I I I I I I II 1
<br />_ _ _ 15. SEE STRUCTURAL DRAWINGS FOR:
<br />L J i i i i i i / i C A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING
<br />- B SPECIAL NAILING AND BLOCKING REQUIREMENTS
<br />u o ___ I - - - ) S C G OC G
<br />UNIT 2.2P-R ----------------- --+---
<br />I I -----
<br />B302 ° �- --__J I L--- L �- - 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR
<br />Ti
<br />ap II r I 1153.;5:•0°00o I ' D
<br />A5-26 lJ !I I �o°o I BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM
<br />CY)�l L I I o000000g> r IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING
<br />000°°
<br />PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE
<br />'
<br />ill CORRIDOR 1 VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER
<br />VENTILATI INr -- - 147.9T 147.81I PROTECTION SHALL BE EXTENDED TO THOSE AREAS.
<br />IT SHAFT I I I 31 1 1 I I
<br />LL J ElI I I- I �I DN 5% UP 5% L_+_ 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR
<br />IL ' _J I _�_ I i M 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
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<br />AND APPROVED.
<br />17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION
<br />THROUGHOUT.
<br />18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)
<br />19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE g
<br />PROTECTION PER
<br />147.97'I I
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<br />I 1153.
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<br />---JI --- - - - - + - - I + - -+T - + - - I - - - C AD-31
<br />I I I I I I I C
<br />20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO
<br />- SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.
<br />�__ I I
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<br />N i i I L i L i s L-! 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR
<br />II
<br />M SECURITY AND SAFETY.
<br />UNIT 1.1 F R 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM
<br />CE. 8 - - - - - - 6303 - I I •'•
<br />I A5 12 - i I I DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.
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<br />- 31-- - - - - Elio BUILDING PLAN LEGEND
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<br />DOOR SYMBOL
<br />I I I
<br />I U 1 7.97' I I I I I I � A7-10 A7-20
<br />I I I I I
<br />LII
<br />W i WINDOW & STOREFRONT SYMBOL
<br />H FD FLOOR DRAIN - SEEPLMB A730 A740
<br />5 I I I I I I , I I F c I ' ' I
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<br />I +-------- +--- - 152.4T
<br />------ ----------------------------- - - - ---------------------1--'---- -
<br />I I I I I I I I ---J - FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X
<br />B304 L4��71'I _I L---- T____J L____T L_-__T_ - - FEC SEMI RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH
<br />M A5-22 J t -i- - t - i LOCAL FIRE AUTHORITY. AD XX
<br />I
<br />IDS DOWNSPOUT
<br />J 147.81' C)DIRECTION OF SLOPE - 1/4" / FT U.N.O.
<br />I I I
<br />II I
<br />UP 50d X
<br />WATERPROOF TRAFFIC COATING AD XX
<br />I I I X
<br />II I I
<br />_ H.7 --
<br />• --------I- CONCRETE TOPPING SLAB
<br />152.26' (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX
<br />� I3-HR RATED FIRE WALL
<br />i H.9
<br />------------------------------+--------- --------+----- ----------------- -2 HR RATED FIRE BARRI
<br />ER
<br />- - - - - -Ei�- - - - - M 3
<br />150.6J3
<br />150. JJ -
<br />J CONCRETE WHEEL STOP
<br />A-31
<br />-9-71031 3
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<br />-_ ____ SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.
<br />00 - - -- I I VESTIBULE A5-96 SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
<br />N _ L_ ---J L- T ---J ' L- ` ULE I - f -
<br />N } N 3" FS / FS FINISH SURFACE
<br />r r -6" TOC
<br />N I i 147.9T o TOC = TOP OF STRUCTURAL CONCRETE SLAB
<br />N _ _ _ ___ _ 2 4 TO CURB =TOP OF CURB
<br />2 I r T T - r -- -� A2-60 ACCESSIBLE PARKING SPACE
<br />147.9T 150.93' 52. 15 4T c� ❑
<br />N A2-61 .97'0 of III 301 3 , of I Q�e
<br />I I I L I I I I I I I I I I
<br />�- �'.: 1 _ :'• ' •• I �,( CONCRETE STRUCTURAL SLAB TRANSITIONS
<br />- - - - - - - _ - - - - , K
<br />N 30 I ill 30 ii XII DEPRESSION
<br />�_ I i N LEVEL TO SLOPE
<br />I
<br />\ /( \ I II '
<br />00 1• 1' V T I ! M oo Xn
<br />_ DEPRESSION TO SLOPE
<br />3� I I SIP I J313 I o L � SLOPE TO LEVEL
<br />FF 7 30
<br />CQ ' ' LL J LL J 30
<br />ELEV. B1 ELEV. B2 ' IDFEl of �TORAGE IDF L / MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM
<br />3 ro . i I - - I r I/ / ,� �� ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-i MIN CLEAR
<br />A5 92 ' ii i .I AFF IN ALL OTHER LOCATIONS OF GARAGE.
<br />i
<br />❑❑❑❑❑❑❑❑❑❑ 12 12
<br />��� .I ------- R i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE
<br />LLJ ® Ec V ❑❑000❑000❑ AD-01 AD-31
<br />I. II o WATERPROOF TRAFFIC COATING AD XX
<br />C' I II
<br />N jl1 _� mll II - CV
<br />C' ® - r -1F_ _ - UNIT 2.1J-R UNIT 1.1 K r �� _ UNIT 4.1 N "' CONCRETE TOPPING SLAB X
<br />L- _11_ 8309 B310 J ,1L- __---- �-
<br />I A5-22 A5-12 A5-45-44 (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) AD-XX
<br />N
<br />N ` UNIT 4.1 M-R .I _ I• 0 I o FRAMED WALL - 3-5/8" METAL STUD
<br />6305
<br />A5 44 . I - u �L_ _ of i C\I FRAMED WALL - 6" METAL STUD
<br />Q-- J
<br />FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB
<br />UNIT 4.2B-R UNIT 4.213
<br />° B312 40"HIGH CMU WALL W/ 3 5/8" METAL STUD ABOVE
<br />it - - o - - A5-45 - - - - - - A _ - - - �T_, - - - - - M
<br />1--------------- --------------------------------------------------------------- ----- --------------- CMU WALL SEE STRUCTURAL
<br />------------I----------------------� 1
<br />L �J
<br />II � II L J � A2-70 CONCRETE WALL -SEE STRUCTURAL X
<br />L J I AD-XX
<br />L J ® �------------- AIRCRAFT CABLE VEHICULAR BARRIER X
<br />II AD XX
<br />J - FULL HEIGHT STEEL FENCING -- 16
<br />1 IIJ oo D AD31
<br />_ I I
<br />II II A2-62 II CONCRETE COLUMN X
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<br />F 3 2 r 1 'I COLUMN CAP AD XX
<br />II
<br />A2-62 i A2-62 L J UNIT 2.313Ca RD L J
<br />ill B313
<br />II A527 KEYNOTES
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<br />F'
<br />El L II 1❑ LINE OF FLOOR ABOVE
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<br />CDO b u
<br />� Ili [Ell MECHANICAL SHAFT -SEE MECHANICAL DWGS
<br />--J I L--- I N
<br />- a CORRIDOR o o p RETAIL PARKING SPACE
<br />ill V NTILATIO R I ® g V NTI AOT O
<br />v 03J SI AFT 4❑ GUEST PARKING SPACE
<br />31 srsc I r
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<br />ST 4 II L_ -IJ I LL J
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<br />UNIT 3.1B I I IN UNIT 2.2J-R I -------
<br />B307 B308 UNIT 2.2M
<br />A5-31 I I ' A5-25 B314
<br />A5-26
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<br />3 1 2
<br />I A5-84 A2-61 A2-70
<br />I
<br />31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-6"
<br />51'-11 " 26'-6" 6'-0" 36' 46'-5" 39'-2"
<br />239'- "
<br />13
<br />18'-8" 15'-9"
<br />I. 26'-11"
<br />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 />�9 ACCESSIBLE 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 />EXPANSION JOINT, REFER TO SHEET AD-33
<br />D12
<br />N
<br />STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION
<br />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 />N
<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 />ED OAK
<br />INVESTMENTS
<br />S
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />No. Date Description H
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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 />jrr%
<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 />SED All
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<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 THIRD
<br />LEVEL FLOOR PLAN
<br />5) (9)(10
<br />16) (18)(19)
<br />BUILDING B THIRD FLOOR
<br />2�
<br />PLANSCALE: 3/32"=V-0 1
<br />I
<br />COPYRIGHT Cc�
<br />A2-53
<br />
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