Laserfiche WebLink
F------ <br />A2-42 <br />w <br />EA594 <br />w <br />Q <br />_ U <br />II p <br />u <br />II <br />II -- <br />UNIT 0.1 D ii ® F,\\\1 <br />rA612A5-01 0 <br />RI 'V/ESTIBUIL,,,_,pUNIT 1.2B A611 <br />- L- J _ _ _ �, , �,3 A5-13 lu _ <br />I <br />Q u <br />�u N <br />l <br />4 II l <br />/ E _ <br />/ Pill <br />II <br />c II <br />prB <br />I <br />T I` <br />- <br />IIJ y <br />II , <br />II I co <br />❑ UNIT 4.1 K I OL r UNIT 2.513 <br />A614 ______ L A613 <br />A (2) FUTURE A5-29 <br />o _ A5 43 GREASE � <br />M A2 40 `25'-0" L 6'-6" 0" SHAFTS 22'-0" / 8'-0" 9'-9" " <br />� L AIRSPACE <br />m <br />El, <br />II N <br />II <br />F1 El <br />v / <br />/ <br />`- <br />fr 7 <br />CORR II I <br />LL J VENT <br />w <br />SHAFT _ JL� U <br />� -----� <br />�\ ELK 60 <br />1 � <br />00 �/ DNS \� 4 Q <br />I / <br />II M <br />____ ___= FUTURE' FE 6b _ STAIRA4(If <br />Q ® REFER R CK Q <br />II A/C LINE AND <br />/ II EI CONTROt o <br />LINES FOR=E mi� Q <br />RESTAURANT n <br />1101 <br />II L JJ <br />I <br />°I UNIT 2.6A L UNIT 2.2B-R=______ <br />``) A615 Ca ° A616 <br />A5 35 ElC� A5-24 M <br />C II v <br />A2-41 -- ---- -- - l <br />if <br />II <br />II ' <br />D E <br />A241 A242 , <br />r <br />I <br />I��i FIFI_ <br />G <br />-- ----------------- <br />I � A2-43 <br />J <br />O _J <br />(COD L I <br />J <br />1 <br />I 1 Vie; <br />r 7 <br />I o I <br />L � J <br />r_J Lr <br />o------- - <br />L J---------�� <br />III <br />I I T Ijl <br />, III <br />III <br />II <br />0 <br />� I <br />I 1 <br />^^^ <br />r 7 ""�� <br />I o I <br />L � l <br />I o 0 1======��� <br />L� J III <br />L-� III <br />I r- <br />OF <br />L I _J I I, <br />, ---- ------ <br />I <br />o <br />I <br />­4 <br />, <br />L <br />J <br />, <br />I <br />, <br />r <br />� <br />, <br />L <br />J <br />Li __ <br />rJ <br />L� <br />I <br />O <br />I <br />L <br />J <br />r <br />I <br />o <br />� <br />I <br />---------- -- <br />--------------- <br />----------------- - ---------------- <br />L <br />J <br />rJ <br />Lr <br />I <br />I <br />I <br />l <br />L <br />o <br />EM <br />l <br />J <br />MPdM� <br />- <br />i A <br />' <br />STORAGE <br />ELEV Al <br />F <br />60 II jj I <br />N <br />- <br />POOL RESTROOM <br />i Il i <br />EXHAUST SHAFT <br />I <br />IDF <br />�� <br />r- _F <br />7 <br />o0 <br />hLA <br />n <br />, <br />I <br />L_ <br />.I <br />UNIT 1.2B-R <br />ELEV A2 <br />60 <br />El <br />� <br />0o <br />I, <br />A5-013 <br />U <br />ErEC 11 El L0J <br />UNIT 1.1B-R <br />II A608UNIT2.1H-R II II UNIT 1.1E II II 1 It � II CoII II A1II II II II`" A610 A609 A5-11 <br />II <br />A5-22 A5-12 ili 13 <br />El <br />o II <br />II <br />� J g D <br />`✓ V iv UNIT 4.1H <br />to �� UNIT 1.213 A602 <br />A603 _ _ _ _ _ _ A5-43 <br />CORRIDOR <br />VENTILATION J , ❑ <br />SHAFT <br />9'-9122'-0 1/2" 24'- 6o° f <br />2, <br />36'-0" in - " <br />AIRSPACE w AIRS ACE <br />� _J <br />Q II <br />II <br />I <br />II <br />II 0 u <br />o <br />1 1-- _- -- <br />N.. .. .. .. .. <br />A2-22 i 10'-7" <br />UNIT 1.1D-R 61 1 A604 ­3 3 <br />A5-12 -1 -STAR A3 A5-74 <br />91'-9 1 /2" w 9'-10" - J _J \ / <br />f) <br />3 2 Q ® V <br />II <br />�22 A2-22 D3,3 <br />F_ ,1 `o <br />LL_ J <br />L J L <br />El <br />N I r > <br />M I El UNIT 2AA <br />UNIT 2.2D ii A605 <br />A606 == 11,------- A5-28 <br />A5-24 r � <br />LJ <br />to <br />34'-6" " 37'-6" 91'-9 1 /2" 37'-6" " 33'-0" 7'-10 1 /2" <br />AIRSPACE 242'-6" AIRSPACE <br />OD <br />w <br />U <br />Q <br />0 <br />M <br />LO <br />w <br />U <br />Q <br />N <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 <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 />DS DOWNSPOUT <br />DIRECTION OF SLOPE - 1/4" / FT U.N.O. <br />WATERPROOF TRAFFIC COATING X <br />AD-XX <br />X <br />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 � LEVEL TO SLOPE <br />Xn <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 T-0" MIN CLEAR <br />AFF IN ALL OTHER LOCATIONS OF GARAGE. <br />❑❑❑❑❑❑❑❑❑❑ 12 12 <br />❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 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 />40" HIGH CMU WALL W/ 3-5/8" METAL STUD ABOVE <br />CMU WALL - SEE STRUCTURAL <br />CONCRETE WALL -SEE STRUCTURAL X <br />AD-XX <br />AIRCRAFT CABLE VEHICULAR BARRIER X <br />AD XX <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 />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 />EACCESSIBLE 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 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 />lim-A <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 />r <br />O <br />1`11- <br />Q <br />U <br />Q <br />z <br />Q <br />Z <br />Q <br />U) <br />w <br />Nw <br />0. <br />vJ <br />I- <br />ICT <br />LO <br />L0 <br />015 <br />W <br />No. Date Description H <br />10 <br />W <br />v J <br />U <br />Ll <br />2 <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 />' /� <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 />000 , i ARCIy'l <br />ILL <br />N <br />CV <br />* No. C29795 * <br />C) <br />RENEWAL DATE <br />04 <br />AUGUST 31, 2023 <br />1 <br />9jF of \F <br />r <br />CD <br />A� <br />License Stamp <br />o <br />BUILDING A SIXTH <br />LEVEL FLOOR PLAN <br />BUILDING A SIXTH LEVEL FLOOR PLAN I SCALE: 3/32"=V-01 1 <br />I <br />COPYRIGHT Cc� <br />A2-1 6 <br />