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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 />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 <br />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'-0" O.C. U.N.O.) <br />3-HR RATED FIRE WALL <br />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 I<zv LEVEL TO SLOPE <br />SLOPE TO LEVEL X"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 <br />CLEAR <br />AFF IN ALL OTHER LOCATIONS OF GARAGE. <br />❑❑❑❑❑❑❑❑❑❑ 12 <br />12 <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ DETECTABLE WARNINGS, MIN 36" WIDE <br />❑❑❑❑❑❑❑❑❑❑ AD01 <br />AD-31 <br />X <br />WATERPROOF TRAFFIC COATING <br />AD XX <br />�- CONCRETE TOPPING SLAB <br />X <br />(PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-0" O.C. U.N.O.) <br />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 <br />CONCRETE WALL - SEE STRUCTURAL <br />AD-XX <br />X <br />AIRCRAFT CABLE VEHICULAR BARRIER <br />16 <br />FULL HEIGHT STEEL FENCING <br />AD-31 <br />I I <br />CONCRETE COLUMN <br />I <br />X <br />I COLUMN CAP <br />I I <br />AD XX <br />L J <br />KEYNOTES <br />1❑ LINE OF FLOOR ABOVE <br />2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS <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 <br />10 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 <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 <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 <br />S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />T_ <br />O <br />N <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />w <br />w <br />U) <br />F_ <br />w <br />LO <br />T_ <br />L0 <br />015 <br />T_ <br />Nt <br />No. Date Description H <br />10 <br />W <br />U) <br />U <br />W <br />I <br />U <br />Z <br />Q <br />J <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 />jr <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 />S&D ARC,S,,T <br />ILL <br />N <br />(N <br />* No. C29795 * <br />C) <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />qTF of- \F <br />C A <br />License Stamp <br />o <br />BUILDING A FIRST <br />LEVEL FLOOR PLAN <br />BUILDING A FIRST FLOOR PLAN I SCALE: 3/32"=V-01 1 <br />COPYRIGHT <br />A2-1 1 <br />