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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 />THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION.
<br />2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE
<br />LEGAL ADDRESS.
<br />ALL ALL
<br />3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE TO
<br />AD-01 AD-02.1
<br />4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O.
<br />5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O.
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<br />6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON
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<br />AD-XX
<br />7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
<br />8. WITH CBC 803.
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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,
<br />PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED
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<br />ACCESS PANELS WITH SELF CLOSING DEVICES.
<br />5-"
<br />13'-2 1/8" 16-8 7/8"
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<br />11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL
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<br />AD 20
<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 1-
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<br />AD 22
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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
<br />15. 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
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<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
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<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
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<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
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<br />AND APPROVED.
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<br />17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION
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<br />THROUGHOUT.
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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 6
<br />KITCHEN /
<br />PROTECTION PER
<br />AD-31
<br />20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO
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<br />STORAGE
<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.
<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 />DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS.
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<br />BUILDING PLAN LEGEND
<br />DOOR SYMBOL
<br />A7-10 A7-20
<br />XX WINDOW & STOREFRONT SYMBOL
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<br />(2) FUTURE
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<br />FD FLOOR DRAIN -SEE PLMB
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<br />GREASE SHAFTS
<br />- FIRE EXTINGUISHER CABINET. TOP AT+48" MAX AFF, X
<br />FEC SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH
<br />AD XX
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<br />ABOVE
<br />LOCAL FIRE AUTHORITY.
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<br />* IDS DOWNSPOUT
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<br />DIRECTION OF SLOPE - 1/4" / FT U.N.O.
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<br />CORRIDOR
<br />WATERPROOF TRAFFIC COATING
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<br />VENTILATION
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<br />(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5' 0" O.C. U.N.O.) AD XX
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<br />4'-10"
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<br />��������� 3-HR RATED FIRE WALL
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<br />2 HR RATED FIRE BARRIER
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<br />CONCRETE WHEEL STOP AD 31
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<br />SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O.
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<br />f SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS
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<br />-6" TOC FS =FINISH SURFACE
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<br />TQC- TOP F STRUCTURAL RAL CONCRETE SLAB
<br />TO CURB =TOP OF CURB
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<br />ACCESSIBLE PARKING SPACE
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<br />III III III III III III III
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<br />CONCRETE STRUCTURAL SLAB TRANSITIONS
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<br />DEPRESSION �LEVEL TO SLOPE
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<br />SLOPE TO LEVEL �i;�X DEPRESSION TO SLOPE
<br />1'-6" 3'-9"
<br />'-0'
<br />31'-6"
<br />7'-10"
<br />7'-7"
<br />/ MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM
<br />ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR
<br />AFF IN ALL OTHER LOCATIONS OF GARAGE.
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<br />000 ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE
<br />❑❑❑❑❑❑❑❑❑❑ AD-01 AD-31
<br />X
<br />WATERPROOF TRAFFIC COATING AD XX
<br />---------I- CONCRETE TOPPING SLAB X
<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 />1'-6" 3'!PN
<br />CONCRETE WALL - SEE STRUCTURAL
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<br />------------- AIRCRAFT CABLE VEHICULAR BARRIER
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<br />FULL HEIGHT STEEL FENCING
<br />RESTAURANT
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<br />KEYNOTES
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<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
<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 />�9 ACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31
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<br />10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31
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<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 />11 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
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<br />13 WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF
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<br />CONCRETE SLAB ABOVE.
<br />14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB
<br />8'-9 5/8"
<br />3'-0 3/4"
<br />7'-0"
<br />'-0'
<br />3'-0"
<br />16'-2"
<br />2'-1 3/4" 2'-2"
<br />20'-2"
<br />2'-4"
<br />1'-6"
<br />24'-5
<br />1 /2"
<br />16-8 1 /2"
<br />10'-11 "
<br />13'-9"
<br />6'-10"
<br />1 2.1
<br />4.4
<br />4.8 5.2
<br />5.5
<br />RESTAURANT
<br />- LEVEL 1
<br />SCALE: 1/4"=1'-0"
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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 />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 />F,�S�D ARcy�T
<br />No. C29795
<br />RENEWAL DATE
<br />AUGUST 31, 2023
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<br />of CAS\
<br />License Stamp
<br />RESTAURANT
<br />ENLARGED PLAN -
<br />LEVEL 1
<br />BUILDING
<br />A
<br />A5-50
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<br />1
<br />COPYRIGHT U
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