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ROOF SHT'G. <br />T.O. PLT 1HDR <br />7TH FL SUBF <br />T.O. PLT <br />6TH FL SUBF <br />T.O. PLT <br />CHDR <br />DR <br />a, <br />CO <br />5TH FL SUBFLOOR-, <br />T.O. PLT <br />DR <br />4TH FL SUBS <br />T.O. PLT <br />N <br />00 <br />144.50 FF _ <br />3RD FL (PODIUM <br />LEVEL) T.O. SLAB <br />0 <br />134.42' FF <br />2ND FL T.O. SLAB <br />�r <br />123.00' FF <br />1 ST FLTM <br />AT RETAIL <br />CHDR <br />I INIT 9 7R QTAIP AA I MIT J RR <br />TYP. <br />EAST COURTYARD EXTERIOR ELEVATION I SCALE: 1/8"=l'-O" 13 <br />UNIT 1.2B <br />UNIT 1.1E-R <br />UNIT 1.1D-R <br />UNIT 2.21D <br />UNIT 1.213 <br />UNIT 2.2E <br />UNIT 1.2B <br />UNIT 1.1 D-R <br />UNIT 1.1A-R <br />UNIT 2.21D <br />UNIT 1.2A <br />UNIT 2.21D <br />Ell <br />I,, N <br />oil <br />LE <br />no LE <br />ENO n <br />2 1 TYP. <br />TYP. 1 3.1 L­­1 3.2 1 TYP. <br />ROOF SHT'G <br />CHDR CT.O. PL <br />60 <br />7TH FL SUBFLOOR <br />CHDFF- -CT.O. PL <br />co <br />6TH FL SUBFLOOR <br />CDR - -CT.O. PL <br />00 <br />zn <br />5TH FL SUBFLOOR <br />CD R -CT.O. PL <br />co <br />HDR <br />HDR <br />.4TH FL SUBFLOOR <br />C T.O. PL <br />_�+144_50' FF <br />3RD FL (PODIUM <br />LEVEL) T.O. SLAB <br />0 0 <br />60 <br />134.42' FF <br />2ND FL T.O. SLAB <br />=SLAB <br />AT RETAIL <br />WEST COURTYARD EXTERIOR ELEVATION <br />UNIT 1.213 UNIT 2.1H-R UNIT 1.1E UNIT 1.1B-R UNIT 1.2B-R <br />UNIT 1.213 UNIT 2.1H-R UNIT 1.1E UNIT 1.113-R UNIT 1.2B-R <br />UNIT 1.213 UNIT 2.1G-R UNIT 1.1C UNIT 1.1B-R UNIT 1.2B-R <br />UNIT 1.213 UNIT 1.113-R UNIT 1.213-R <br />UNIT 1.2B CLUBHOUSE RESTROOMS CORRIDOR UNIT 1.2B-R <br />FE <br />3.1 <br />loom <br />on I F11 I I allil ENO LE I <br />ri. pi. i �!i �!i <br />9:11 F11 -1 LE: F1_1 Fll�, I El <br />El <br />[11 <br />:11 <br />4 TYP. 1 TYP. TYP.[0- 3.2 TYP. 2 TYP. <br />ELEVATION LEGEND/KEYNOTES <br />EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT <br />WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH FINISH, TYP, U.N.O. AD-51.0 <br />EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED - <br />FINISH & PAINT AD-51.0 <br />SMOOTH FIBER CEMENT SIDING: <br />AD-XX <br />ADHERED MASONRY VENEER: <br />AD-51.0 <br />GFRC WAINSCOT: <br />EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALLLl <br />ElRETAIL STOREFRONT <br />2❑ METAL GUARDRAIL <br />2.1 GLASS GUARDRAIL <br />❑3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 21/2" WIDE x 1 1/2" DEEP <br />3.1 <br />32 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP <br />EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP <br />3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP <br />3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP <br />METAL CANOPY <br />4❑ <br />�5 SIGNAGE <br />ART MURAL <br />6❑ <br />❑7 TRELLIS <br />�8 FLAT CONCRETE ROOF TILE <br />❑9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION <br />GROUT: CONCAVE PROFILE <br />EXPOSED CONCRETE <br />EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, <br />INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON <br />11 <br />'-------�------- <br />WALLS &NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. <br />' <br />DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION <br />AD 51.0 <br />OR A LENGTH TO WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP <br />OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. <br />FLOOR CONTROL /DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER <br />11 <br />c <br />14 <br />CONDUCTOR HEAD &OVERFLOW, COLOR TO MATCH ADJACENT <br />AD-61.0 <br />22 <br />AD-61.0 <br />SURFACE <br />I4" <br />DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, <br />U.N.O. <br />EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST <br />VENTS AND ANY OPENINGS INTO THE BUILDING <br />ELEVATION NOTES <br />1. <br />ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE <br />OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. <br />2. <br />EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. <br />SCALE: 1/8"=l'-O" <br />2 <br />3. <br />U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. <br />ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. <br />4. <br />PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR <br />24 <br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 <br />AD-51.0 <br />5. <br />PROVIDE EXTERIOR WALL OPENING FLASHING PER <br />3 <br />AD-51.1 <br />6. <br />EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A <br />FLUSH SUBSTRATE SURFACE. <br />7. <br />DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND <br />LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. <br />8. <br />PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND <br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. <br />9. <br />SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE <br />ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO <br />CLOSURE OF FRAMING. <br />10. <br />ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. <br />GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB <br />CONTRACTOR. <br />11. <br />PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. <br />3 <br />AD 26 <br />12. <br />REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH <br />SELECTIONS. <br />13. <br />FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR <br />REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE <br />AVAILABLE FOR THE BID PRICE. <br />14. <br />MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. <br />15. <br />EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND <br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S <br />RECOMMENDATIONS. <br />ROOF SHT'G <br />CHDR T.O. PL <br />00 <br />7TH FL SUBFLOOR <br />HDR T.O. PL <br />00 <br />CDR <br />00 <br />00 <br />HDR <br />o <br />co <br />6TH FL SUBFLOOR <br />l PL <br />5TH FL SUBFLOOR <br />T.O. PL <br />4TH FL SUBFLOOR <br />T.O. PL <br />144.50' FF <br />3RD FL (PODIUM <br />LEVEL) T.O. SLAB <br />BUILDING KEY PLAN <br />5TH STREET <br />wIll <br />w <br />UJ <br />U) <br />co <br />w <br />U <br />z <br />w <br />U_ 3 2 <br />0 <br />w <br />w <br />ry <br />w <br />I- <br />z <br />2i <br />N <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 />E1� D 7 7l ,[ O AC K <br />II\ ES'1'AV EN' S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />C) <br />Q <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />LJJ <br />w <br />ry <br />U) <br />w <br />LO <br />V_ <br />L0 <br />LO <br />V_ <br />Nt <br />No. Date Description H <br />m <br />U <br />W <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 />c, ARC y�T <br />LL <br />N <br />N <br />* No. C29795 * <br />C) <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />of <br />License Stamp <br />00 <br />BUILDING A <br />COURTYARD <br />ELEVATIONS <br />SOUTH COURTYARD EXTERIOR E L E VAT I O N SCALE: 1 /8" <br />4TH STREET <br />COPYRIGHT n <br />BUILDING <br /># <br />A2-22 <br />