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<br />31'-8" 13'-5" 20'-11" 10'- " 37'-6" 37'-8" 18'-8" 15'-9"
<br />51'-11 " 26'-6" 6'-0" 36'-1 " 46'-5" 39'-2" 6'-0" 26-11 "
<br />239'
<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 (6.67%)
<br />19.
<br />FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE 6
<br />PROTECTION PER
<br />E
<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 3-HR RATED FIRE WALL
<br />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 />r-]
<br />ACCESSIBLE PARKING SPACE
<br />K CONCRETE 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 />0000000000 DETECTABLE WARNINGS, MIN 36" WIDE
<br />❑❑❑❑❑❑❑❑❑❑ 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 />-------�
<br />I I
<br />CONCRETE COLUMN X
<br />I
<br />COLUMN CAP AD-XX
<br />I
<br />L J
<br />N
<br />N
<br />KEYNOTES
<br />1❑ LINE OF FLOOR ABOVE
<br />MECHANICAL SHAFT - SEE MECHANICAL DWGS
<br />1flRETAIL PARKING SPACE
<br />4❑ GUEST PARKING SPACE
<br />55 EV READY SPACE (FUTURE)
<br />❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31
<br />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 />ED 7 7l [ AV1E0 AC K
<br />II\ ES'1'N
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />No. Date Description H
<br />10
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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 />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
<br />v J
<br />ED ARC,S,,T
<br />LL
<br />N
<br />CV
<br />* No. C29795 *
<br />C)
<br />RENEWAL DATE
<br />04
<br />AUGUST 31, 2023
<br />1
<br />of
<br />C m_
<br />License Stamp
<br />o
<br />BUILDING B FIRST
<br />LEVEL FLOOR PLAN
<br />5
<br />MIS
<br />13
<br />16 � 18)(\11 J9
<br />BUILDING B FI
<br />13
<br />RST FLOOR PLAN SCALE: 3/32"=V-0 1
<br />I
<br />COPYRIGHT Cc�
<br />A2-51
<br />
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