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12'-4"
<br />5'-7" 3'-3"
<br />2'-5" 5'-8" 3'-4" 2'-4"
<br />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
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<br />THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
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<br />2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE
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<br />4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.
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<br />5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.
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<br />7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
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<br />9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806.
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<br />10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING,
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<br />PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED
<br />ACCESS PANELS WITH SELF CLOSING DEVICES.
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<br />11. PROVIDE ACOUSTICAL ASSEMBLIES PER
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<br />12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.
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<br />13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER
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<br />14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.
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<br />15. SEE STRUCTURAL DRAWINGS FOR:
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<br />A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING
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<br />B) SPECIAL NAILING AND BLOCKING REQUIREMENTS
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<br />15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR
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<br />BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM
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<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
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<br />VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER
<br />PROTECTION SHALL BE EXTENDED TO THOSE AREAS.
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<br />16. 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
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<br />ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED
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<br />17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION
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<br />18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%)
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<br />19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE
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<br />20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO
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<br />SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC.
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<br />21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR
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<br />SECURITY AND SAFETY.
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<br />22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM
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<br />4'-10"
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<br />6'-5"
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<br />6'-6"
<br />6'-8"
<br />BUILDING PLAN LEGEND
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<br />POOL EQUIPMENT
<br />DOOR SYMBOL A7-10 A7-20
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<br />WINDOW & STOREFRONT SYMBOL
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<br />FLOOR DRAIN - SEE PLMB
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<br />FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, x
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<br />DIRECTION OF SLOPE - 1/4" / FT U.N.O.
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<br />GREASE SHAFTS
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<br />SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.
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<br />-3" FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
<br />FS =FINISH SURFACE
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<br />TOC = TOP OF STRUCTURAL CONCRETE SLAB
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<br />VENTILATION
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<br />CONCRETE STRUCTURAL SLAB TRANSITIONS
<br />DEPRESSION LEVEL TO SLOPE
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<br />SLOPE TO LEVEL DEPRESSION TO SLOPE
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<br />MAINTAIN 8' 2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM
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<br />ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN T-0" MIN CLEAR
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<br />AFF IN ALL OTHER LOCATIONS OF GARAGE.
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<br />❑❑❑❑❑❑❑❑❑❑ DETECTABLE WARNINGS, MIN 36" WIDE
<br />10000000000 AD 01 AD-31
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<br />WATERPROOF TRAFFIC COATING AD XX
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<br />�- CONCRETE TOPPING SLAB X
<br />111- 3'-9" -0' 31'-6"
<br />35'-5"
<br />(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX
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<br />FRAMED WALL - 3-5/8" METAL STUD
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<br />FRAMED WALL - 6" METAL STUD
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<br />FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB
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<br />40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE
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<br />CMU WALL - SEE STRUCTURAL
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<br />CONCRETE WALL - SEE STRUCTURAL
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<br />AIRCRAFT CABLE VEHICULAR BARRIER
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<br />FULL HEIGHT STEEL FENCING AD 31
<br />CONCRETE COLUMN X
<br />COLUMN CAP AD XX
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<br />KEYNOTES
<br />1❑ LINE OF FLOOR ABOVE
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<br />2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS
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<br />❑3 RETAIL PARKING SPACE
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<br />4❑ GUEST PARKING SPACE
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<br />EV READY SPACE (FUTURE)
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<br />❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31
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<br />❑7 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31
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<br />❑8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31
<br />99 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31
<br />VEHICULAR 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
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<br />DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01
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<br />12 EXPANSION JOINT, REFER TO SHEET AD 33
<br />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.
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<br />14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB
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<br />8'-9 5/8" 3'-0 3/4" 7'-0" '-0" 3'-0'
<br />16'-2"
<br />2'-1 3/4" 2'-2"
<br />20'-2" 2'-4"
<br />1'-6"
<br />6'-10" 24'-5 1 /2"
<br />16'-8 1 /2"
<br />10'-11 "
<br />13'-9"
<br />1 2.1 4.4
<br />4.8 5.2
<br />5.5
<br />RESTAURANT
<br />- LEVEL 2
<br />SCALE: 1/4"=1'-0"
<br />1
<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 />ED7 OAK
<br />INVESTMENTS
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<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />No. Date Description
<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 />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
<br />0 0'/ ARcy�TF
<br />* No. C29795
<br />RENEWAL DATE
<br />AUGUST 31, 2023
<br />of CAS\
<br />License Stamp
<br />RESTAURANT, POOL
<br />EQUIPMENT
<br />ENLARGED PLAN -
<br />LEVEL 2
<br />BUILDING
<br />A A5-51
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<br />COPYRIGHT (C
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