Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06

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(E4 0 IN 11] IN 0 CT I I I I I I I 4.5% I I I N D N I I I I N I I L--- -----�- �- \---�� D S 1 I I I - I I W R F I I I I M I PUBLIC - LOBBY 77] 13'-4 1 /8" 0" 22'-0" 10'-6" 24'-1 7/8" 8 1 2 I 7'-3" 7'-4" L_ v - - - -- - - ---- - M vv VES LE IAS I I I I I I I I _ L\ I I I I I 60 4 D I I I cT�_t� _J y ro I I I I I o I I I I I I :L--------y I MPOE L - - - - - - - - ------- -J L--------- - v � c N 10'-0" 3'-4 1 /8" 2'-11 7/8" 4'-0 1 /8" r N fV fV •• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N------- N N _-------------- ----------------------------------------- _______ I I I I I _______1________________________________________ I I I I I ____________________ I I I I I I I I I I I I ch I I q n 'v I I I I � 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - I I I I I I I --R TAIL - - - I I I I I I I iv � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LO � N N co I I I I I I I I I I I I I I I I I I I I I I I I 71 LJ I 1P"L "L "L 1 8 1/2" 0" 9" 6" 12'-0" 6" 2' 2" 12'-0" 2'-2" 6" 12'-0" 2' 2" 6"L 12'-0" 6" 2'-2" 6",_12'-0" 6" 2' 2" 6" 12'-0" 6" 1'-6" 7 I ---- --- - - - - - - - - - ------ - --- - - - - - - - - - - - - - - - - - - - - M ULCE r I - ---------------------- -- --- ---- - - - - - - - - - ------- I Mc; r r� I? - - M I? `? I I N 7 L_ I I I _J I I ____________________ J I I I I I I I L_______________________ J L_______________________ J I I I I I I L_______________________ J L_______________________J I N I - "? L____________________pJ 9 M I I 2'-4" N 4 N 1, 12'-0" 3' 2" L 12'-0" 3'-2" 12'-0" 3' 2" 12'-0" 3'-2" 12'-0" 3' 2" - N 12'-0" 1 -2 1/ '1'-6" I T-6" 1'-3" 30'-4" 30'-4" 16-3 1 /2" 164" 4'-5" 5.5 (6. 2(7.2) (8. 2 (8. 5 (8. 7 BUILDING COMPOSITE PLAN NOTES 1. THE BUILDING PLAN IS PROVIDED FOR PLAN TO PLAN RELATIONSHIPS, OVERALL BUILDING DIMENSIONS, ASSEMBLIES, DETAIL REFERENCES, DECK SLOPES, GUARDRAILS AND OTHER INFORMATION NOT SPECIFIC TO THE ENLARGED PLANS. SEE ENLARGED PLANS FOR ADDITIONAL INFORMATION. 2. UNIT NUMBERS HEREIN ARE PROVIDED FOR CONSTRUCTION PURPOSES ONLY. THIS NUMBER IS NOT THE LEGAL ADDRESS. 3. FOR GENERAL ACCESSIBILITY INFORMATION, SEE ALL TO ALL AD-01 AD-02.1 4. ALL DIMENSIONS ARE TO THE FACE OF STUD, U.N.O. 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL U.N.O. 6. PROVIDE PENETRATION FIRESTOP SYSTEMS PER LEGEND ON AD XX 7. THE FLAME -SPREAD RATING OF INTERIOR WALLS AND CEILING FINISH MATERIALS SHALL COMPLY 8. WITH CBC 803. 9. INTERIOR TRIMS SHALL COMPLY WITH CBC 806. 10. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER AND ELECTRICAL SYSTEMS. IN FIRE -RATED ASSEMBLIES PROVIDE FIRE -RATED ACCESS PANELS WITH SELF CLOSING DEVICES. 11. PROVIDE ACOUSTICAL ASSEMBLIES PER ALL AD-20 12. INTERIOR DECORATIVE MATERIAL AND TRIM SHALL COMPLY WITH CBC 806. 18 13. MOUNT ELECTRIC SWITCH AND OUTLET BOXES IN DEMISING WALLS PER AD-22 14. VERTICAL AND HORIZONTAL FIRE BLOCKING SHALL CONFORM TO CBC 718.2. 15. SEE STRUCTURAL DRAWINGS FOR: A) SIZE & LOCATION OF FRAMING AND PLYWOOD SHEATHING B) SPECIAL NAILING AND BLOCKING REQUIREMENTS 15. PROVIDE CROSS VENTILATION, AT A MINIMUM RATE OF 1/150, FOR ENCLOSED FRAMING IN EXTERIOR BALCONIES AND ELEVATED WALKING SURFACES THAT ARE EXPOSED TO RAIN, SNOW OR DRAINAGE FROM IRRIGATION. VENTILATION SHALL BE PROVIDED BY CONTINUOUS REMOVABLE SOFFIT VENTS, RUNNING PERPENDICULAR TO FRAMING MEMBERS, AT BOTH THE FRONT AND REAR OF JOIST SPACES TO BE VENTILATED. IN FIRE -RATED BALCONIES AND ELEVATED WALKING SURFACE ASSEMBLIES, SPRINKLER PROTECTION SHALL BE EXTENDED TO THOSE AREAS. 16. WHERE BALCONIES AND OTHER ELEVATED WALKING SURFACES ARE EXPOSED TO WATER, SNOW OR IRRIGATION AND THE STRUCTURAL FRAMING IS PROTECTED BY AN IMPERVIOUS MOISTURE BARRIER, ALL ELEMENTS OF THE IMPERVIOUS MOISTURE BARRIER SYSTEM SHALL NOT BE CONCEALED UNTIL INSPECTED AND APPROVED. 17. PARKING GARAGE TYPE -IA CONSTRUCTION. PROVIDE NON-COMBUSTIBLE FIRE -RESISTIVE CONSTRUCTION THROUGHOUT. 18. VEHICLE RAMPS UTILIZED FOR PARKING SHALL NOT EXCEED SLOPE OF 1:15 (6.67%) 19. FOR LOCATIONS WITHIN 10 FEET OF VEHICULAR TRAFFIC AND PARKING STALLS, PROVIDE PIPE g PROTECTION PER AD-31 20. GC TO COORDINATE PLACEMENT OF STEEL EMBED PLATES AND FASTENERS AT UNDERSIDE OF SLAB FO SUSPENSION OF PIPES, EQUIPMENT, DUCTWORK, ETC. 21. THE INTERIOR OF THE PARKING AREAS SHALL BE PAINTED WHITE AND CONTAIN SUFFICIENT LIGHTING FOR SECURITY AND SAFETY. 22. ALL AREAS ON ALL FLOORS OF PARKING GARAGES SHALL MAINTAIN A MINIMUM OF 8'-2" CLEAR HEIGHT FROM DRIVING SURFACE TO ANY AND ALL OBSTRUCTIONS. BUILDING PLAN LEGEND O DOOR SYMBOL A7-10 A7-20 XX WINDOW & STOREFRONT SYMBOL A7-30 A7-40 FD FLOOR DRAIN - SEE PLMB FIRE EXTINGUISHER CABINET. TOP AT +48" MAX AFF, X SEMI -RECESSED IN FRAMED WALLS. VERIFY FINAL LOCATIONS WITH FEC LOCAL FIRE AUTHORITY. AD XX IDS DOWNSPOUT DIRECTION OF SLOPE - 1/4" / FT U.N.O. WATERPROOF TRAFFIC COATING X AD-XX X ----------I- CONCRETE TOPPING SLAB AD XX (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5-10" O.C. U.N.O.) m I I INONE I I I m 3-HR RATED FIRE WALL 2-HR RATED FIRE BARRIER 3 CONCRETE WHEEL STOP AD 31 SPOT ELEVATION RELATIVE TO 0'-0" REFERENCE ELEVATION U.N.O. -3" FS SEE CIVIL FOR ACTUAL FINISH FLOOR ELEVATIONS -6" TOC FS = FINISH SURFACE TOC = TOP OF STRUCTURAL CONCRETE SLAB TO CURB = TOP OF CURB Q�e ACCESSIBLE PARKING SPACE CONCRETE STRUCTURAL SLAB TRANSITIONS -X" DEPRESSION LEVEL TO SLOPE SLOPE TO LEVEL W DEPRESSION TO SLOPE MAINTAIN 8'-2" MIN. CLEAR AFF ALONG THE ENTIRE PATH TO AND FROM ACCESSIBLE PARKING, INCLUDING ADJACENT AISLE. MAINTAIN 7'-0" MIN CLEAR AFF IN ALL OTHER LOCATIONS OF GARAGE. ❑❑❑❑❑❑❑❑❑❑ 12 12 0000000000 DETECTABLE WARNINGS, MIN 36" WIDE ❑❑❑❑❑❑❑❑❑❑ AD-01 AD-31 X WATERPROOF TRAFFIC COATING AD-XX �- CONCRETE TOPPING SLAB X (PROVIDE CONTROL JOINTS AT CORNERS AND MAX. 5'-0" O.C. U.N.O.) AD XX FRAMED WALL - 3-5/8" METAL STUD FRAMED WALL - 6" METAL STUD FRAMED WALL - 6" METAL STUD OVER 6" x 6" CONCRETE CURB 40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE CMU WALL - SEE STRUCTURAL X CONCRETE WALL - SEE STRUCTURAL AD-XX X AIRCRAFT CABLE VEHICULAR BARRIER 16 FULL HEIGHT STEEL FENCING AD-31 I I I CONCRETE COLUMN X I COLUMN CAP AD XX I I L J KEYNOTES 1❑ LINE OF FLOOR ABOVE 2❑ MECHANICAL SHAFT - SEE MECHANICAL DWGS 1flRETAIL PARKING SPACE 4❑ GUEST PARKING SPACE EEV READY SPACE (FUTURE) ❑6 EV CHARGING SPACE (INSTALLED), REFER TO DETAIL 9/AD-31 11 CLEAN AIR VEHICLE PARKING SPACE, REFER TO DETAIL 9/AD-31 ❑8 42" TALL BOLLARD, SEE STRUCTURAL AND DETAIL 2/AD-31 EACCESSIBLE PARKING SPACE, REFER TO DETAILS 5, 6, & 9/AD-01 AND 10/AD-31 10 VEHICULAR HEADOOM CLEARANCE BAR, REFER TO DETAIL 1/AD-31 A. MOUNT BOTTOM OF BAR AT 8'-2" ABOVE FINISH FLOOR B. MOUNT BOTTOM OF BAR AT 7'-0" ABOVE FINISH FLOOR 11 DIAGONAL STRIPING, REFER TO DETAIL 6/AD-01 12 EXPANSION JOINT, REFER TO SHEET AD-33 13 STEEL STUD AND GYPSUM BOARD PARTITION WALLS BETWEEN INDIVIDUAL STORAGE SPACES. PARTITION WALLS SHALL BE 7'-0" HIGH, WITH CHAIN LINK FENCING EXTENDING FROM TOP OF WALL TO UNDERSIDE OF CONCRETE SLAB ABOVE. 14 DIRECTIONAL ARROWS PAINTED ON CONCRETE SLAB • lim-A Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED OAK 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 1 TF T_ O N Q U z Q Q z U) w w U) F_ w LO T_ L0 015 Nt W No. Date Description H 10 W U) U W 2 U Z Q J It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding ' /� with the work. The client will be responsible for any defects in construction if these procedures are not followed. v J S&D ARC,S,,T LL N * No. C29795 * C) RENEWAL DATE 04 AUGUST 31, 2023 1 qTF 0F License Stamp o RETAIL ENLARGED PLAN - LEVEL 1 RETAIL - LEVEL 1 SCALE: 3/ 16"= V-01 1 COPYRIGHT BUILDING A A5-52