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<br />8.2 (8. 5 8.7
<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
<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 />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 />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 />7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY
<br />8. WITH CBC 803.
<br />9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806.
<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
<br />ACCESS PANELS WITH SELF CLOSING DEVICES.
<br />11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL
<br />AD-20
<br />12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806.
<br />18
<br />13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22
<br />14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2.
<br />15. SEE STRUCTURAL DRAWINGS FOR:
<br />A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING
<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
<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. 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. 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 6
<br />PROTECTION PER AD-31
<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 />21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR
<br />SECURITY AND SAFETY.
<br />22. 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 />BUILDING PLAN LEGEND
<br />O DOOR SYMBOL
<br />A7-10 A7-20
<br />XX WINDOW & STOREFRONT SYMBOL
<br />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 />X
<br />----------I- CONCRETE TOPPING SLAB AD XX
<br />(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-4- O.C. U.N.O.)
<br />IIIIIIIIIIIIIIIIIIN I I I NONE I I I IIIIIIIIIIIIIIIIIIN 3-HR RATED FIRE WALL
<br />NINE I I I I I ININE 2-HR RATED FIRE BARRIER
<br />3
<br />CONCRETE WHEEL STOP 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 />Q�e ACCESSIBLE PARKING SPACE
<br />CONCRETE STRUCTURAL SLAB TRANSITIONS
<br />DEPRESSION � LEVEL TO SLOPE
<br />X"
<br />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 7'-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. 5'4" 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 />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 />r--
<br />I I
<br />CONCRETE COLUMN X
<br />I
<br />COLUMN CAP AD XX
<br />I
<br />I I
<br />L J
<br />KEYNOTES
<br />1❑ LINE OF FLOOR ABOVE
<br />2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS
<br />1flRETAIL 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 />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 7'-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
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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:
<br />J Debbie Holland
<br />Developer
<br />ED7 OAK
<br />INVESTMENTS
<br />S
<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
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<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 />* No. C29795 *
<br />C)
<br />RENEWAL DATE
<br />AUGUST 31, 2023
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<br />License Stamp
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<br />RETAIL AND TENANT
<br />STORAGE ENLARGED
<br />PLAN - LEVEL 2
<br />RETAIL AND STORAGE - LEVEL 21 SCALE:3/16"=V-01 1
<br />COPYRIGHT
<br />BUILDING
<br />A A5-53
<br />
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