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STAIR B3 <br />.OF HIGHEST ROOF <br />8 I TYP. <br />UNIT 2.3C UNIT 4.1Q <br />UNIT 2.313 <br />UNIT 4.1N <br />UNIT 2.3131 <br />UNIT 4.1N <br />UNIT 2.313 <br />UNIT 4.1 N <br />UNIT 2.3A <br />UNIT 3.2C <br />J. A <br />A2-80 <br />I <br />� 1 <br />VERAGE HEIGHT <br />_ OF MANSARD ROOF ; <br />--IG-- I-- - <br />I <br />; I <br />I <br />I <br />I 1 <br />I <br />I I <br />I I <br />---------------i----- F- <br />1 I <br />00 <br />I I ' <br />❑ 1 11 <br />- -----I I , <br />-- ------------------------------------- - --------------------------------- <br />I I <br />I <br />00 I <br />fV EE P 11. E] <br />1 II <br />---------------+------- - - ---------------- -- ----------- <br />---- <br />I I <br />(oo ' 00 <br />L0 <br />---------------- ----- <br />❑ ❑ i Y■■■■ <br />-------------------------- --------- ---------------I r <br />; ; I <br />I I I <br />1 I <br />1 I • , I I I <br />❑❑ I I <br />. i ❑----------------------- <br />1 . I 1 I . <br />I <br />I I <br />I I <br />000 ' <br />D ❑ I1 <br />I <br />I I 1 <br />I I <br />A ERAGE GRADE PLANE <br />3.2 TYP. <br />N M <br />TYP.1 8 <br />❑ _C <br />8 I TYP. <br />MPOE <br />PARKING STRUCTURE <br />STAIR B2 <br />8 I TYP. <br />il <br />Li <br />1 <br />JTYP. <br />L K J H.7 H E C1)) A <br />------------ <br />; I <br />I+ I I I I I/ � I <br />22 20 17 15 14 11 <br />... <br />... <br />EAST EXTERIOR ELEVATION <br />UNIT 2.2Q UNIT 2.2Q <br />UNIT 2.2P <br />UNIT 2.21P <br />UNIT 2.2P <br />UNIT 2.2P <br />UNIT 2.2P <br />UNIT 2.21P <br />UNIT 2.2P <br />UNIT 2.2P <br />r- 8]TYP. <br />I <br />I <br />I <br />I I <br />I ; <br />000 <br />❑�❑ ❑❑ 00 °' <br />000 HUR <br />❑❑ ao o� <br />000 HUR <br />00 <br />I 1 I <br />------- I 1 I <br />1 I I <br />000 <br />Q V e <br />❑�❑ ❑❑ o °' <br />• o00 - <br />4 - e <br />0 o <br />J ; ;T- . tp <br />3.2 TYP. 2 TYP. <br />8 3 2 1 <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 WALLF- l RETAIL 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 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP <br />32 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 />EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP <br />METAL CANOPY <br />SIGNAGE <br />ART MURAL <br />3.4 <br />4❑ <br />❑5 <br />6❑ <br />❑7 TRELLIS <br />FLAT CONCRETE ROOF TILE <br />❑8 <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 />; <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: 3/32"=l'-0 <br />2 <br />3. <br />U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. <br />4. <br />ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. <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 />BUILDING KEY PLAN <br />w <br />w <br />co <br />U <br />z <br />w <br />Of <br />1­11- <br />5TH STREET <br />w <br />w <br />w <br />ry <br />O <br />w <br />w <br />w <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 />ED41 OAK <br />I VES`I'MEN"I S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />r <br />O <br />III- <br />U <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />F- <br />LLI <br />ry <br />U) <br />I- <br />w <br />LO <br />L0 <br />015 <br />W <br />No. Date Description H <br />10 <br />W <br />�D <br />v ) <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 />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />v J <br />SED ARC,S,,T <br />LL <br />N <br />(N <br />* No. C29795 * <br />C) <br />RENEWAL DATE <br />04 <br />AUGUST 31, 2023 <br />1 <br />9jF of <br />r <br />O <br />A� ��F <br />License Stamp <br />o <br />BUILDING B NORTH & <br />EAST EXTERIOR <br />ELEVATIONS <br />NORTH EXTERIOR ELEVATION SCALE: 3/32"=l'-0 1 <br />4TH STREET <br />COPYRIGHT n <br />A2-60 <br />