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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. <br />AD 51.0 <br />EXTERIOR CEMENT PLASTER: 0/ WRB WITH SMOOTH HARD TROWELED <br />FINISH & PAINT <br />- <br />AD 51.0 <br />UNIT2.46 <br />UNIT 2.4A <br />STAIRA3 <br />UNIT 4.1H <br />UNIT 4.1H <br />UNIT0.1B <br />UNIT 0.113 <br />SMOOTH FIBER CEMENT SIDING: <br />AD-XX <br />UNIT 2.46 <br />UNIT 2AA <br />UNIT 4.1H <br />UNIT 4.1H <br />UNIT 0.113 <br />UNIT 0.113 <br />UNIT 2.1F-R <br />UNIT 2.1E-R <br />UNIT 2.1C <br />UNIT 2.1B <br />UNIT 4.1C-R <br />UNIT 4.1B-R <br />ADHERED MASONRY VENEER: <br />AD-51.0 <br />UNIT 2AA <br />UNIT 4.1G <br />UNIT0.1B <br />UNIT 2.1F-R <br />UNIT 2.1C <br />UNIT 4.1C-R <br />UNIT 4.1F <br />UNIT0.1A <br />L UNIT 2.1E-R <br />UNIT 2.1B <br />UNIT 4.1B-R <br />GFRC WAINSCOT: <br />FITNESS <br />STAIR A3 <br />UNIT 3.4A <br />LOBBY <br />UNIT 2.1D-R <br />UNIT 2.1A 12'-1" <br />UNIT 4.1A-R <br />EXPOSCONCED IVE PR/OFILETHICK MATCHING CAP AT TOP OF WALL <br />GROUT <br />EXPOSED CONCRETE <br />ROOF SHT'G _ o <br />T.O. PL-� <br />HpR <br />0 <br />0 <br />�. <br />0 <br />JLDISTANCE <br />°❑ ❑❑❑ <br />EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, <br />___- INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON <br />---- --- WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. <br />BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION <br />11 <br />AD 51.0 <br />OR A LENGTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP <br />7TH FL SUBFLOOR <br />--------------- Egg <br />-------------- <br />--------------------- <br />-TO -WIDTH <br />OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. <br />T.O. <br />HDR <br />- <br />G <br />3.1 3.3 �43 <br />•---------------• FLOOR CONTROL /DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER <br />11 <br />AD51.0 <br />6TH FL SUBFLOOR _ <br />T.O. PL HDR <br />zo <br />----------00 000 <br />I I <br />I I <br />I <br />---- <br />4 D <br />00 <br />I <br />I I <br />I I 1 <br />I 1 <br />❑ ❑❑ <br />D a 1 <br />0 <br />1 <br />, <br />I <br />4I <br />I <br />- <br />HD <br />�0 <br />ROOF <br />-_ - <br />L' T.O. PL <br />CONDUCTOR HEAD & OVERFLOW, COLOR TO MATCH ADJACENT <br />SURFACE 0 W AD 61.0 <br />4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, <br />U.N.O. <br />AD 61.0 <br />T-- <br />5TH FL SUBFLOOR------- -- ------••----- . <br />O. PL_� HpR <br />------ <br />------ <br />-----------------------------------•-------- <br />----------- ----------------------------------------- <br />[,1117 <br />]-- <br />----- <br />❑❑ °O° <br />I I <br />-- <br />°°O -- -- --' <br />I p <br />F I <br />-------------- -- ---- ----a <br />--- --- -- °° °°--------- -- -- --- ❑❑❑ °° <br />p 1 <br />_ --------- <br />- <br />❑ <br />--- _ <br />4I <br />- -- --- -- <br />5 <br />--� -- - - <br />HD �-T.O. PL <br />� � <br />EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST <br />VENTS AND ANY OPENINGS INTO THE BUILDING <br />4TH FL SUBFLOOR <br />_------- ------------------------------------ <br />T.O. PL-� - - <br />HDR <br />NF] <br />• ------ <br />------------------------------------------------------- <br />------------------- <br />-------------------- ----- <br />❑o ❑❑❑ <br />•---- <br />-----------------. - . <br />❑❑ _ <br />4 <br />❑ ❑ ❑ °° <br />L 4 4 L <br />-------- -- -- ------ -- <br />a <br />41 <br />I <br />--------------------- <br />4TH <br />------------- -- <br />HDR <br />D <br />FL SUBFLOOR <br />-_ - <br />LT.O. PL <br />1� RETAIL STOREFRONT <br />2� METAL GUARDRAIL <br />�° CO <br />00 <br />144.50' FF <br />- -------- ------------- <br />3RD FL (PODIUM HDR """"""""""" <br />LEVEL) T.O. SLAB <br />0 <br />----- <br />-------------- - -- - - -- - - - <br />"""""""...."'--' -' <br />- - -- - - -- - - -- - - -- - <br />-- - - <br />� � <br />- <br />- <br />� <br />- - - --- <br />oo - o' <br />---- ---- <br />m <br />--------- --- - - - -- <br />------------ <br />-------- ❑❑ ❑❑---------' ------ ❑❑❑ °° <br />- -------------- <br />---- <br />----- <br />F�l <br />-------------------- <br />--------- __ Q F1BELOOREl <br />--------- LT.O. PL <br />D HDR - � <br />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 />❑ <br />0 <br />134.42' FIF4=4 <br />_ _ ....-----.. _ <br />2ND FL T.O. SLAB HDR <br />21 <br />__.__.__.____ <br />0 0 <br />___----------------_ _-_ <br />°°° <br />0 <br />_________ <br />0 <br />- _ _________ __________________________'_ <br />°O <br />____ �____________;_ . <br />°° <br />0 <br />- IDgq <br />I I - <br />...;............�......�............;... ;..._ _....__.__ ...,.. <br />' °O °°d '_ ❑❑ <br />---------- -- <br />4 <br />-- ------ -- <br />. , <br />4I <br />----------------------------------- <br />•--- <br />H DR <br />D N � <br />83 <br />- -L R <br />L-T.O. PL <br />3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 112" 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 />co m <br />Co <br />4❑ METAL CANOPY <br />124. FF <br />123.21' FF ---------------- <br />1ST FL T.O. SLAB <br />AT LEASING <br />------- - <br />4 1 <br />_______ <br />_ <br />----------------- <br />- <br />--- ------ <br />- --- -- <br />TYP. 3.1 3.2 TYP. <br />2 TYP. <br />1ST IF T.O. SLAB <br />S <br />ON GRADE <br />5 SIGNAGE <br />6 ART MURAL <br />T S <br />R <br />Q <br />P <br />N <br />M <br />L <br />�8 <br />0 TRELLIS <br />❑8 FLAT CONCRETE ROOF TILE <br />�9 ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION <br />ELEVATION NOTES <br />1. 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. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. <br />3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. <br />EASTEXTERIOR ELEVATION <br />SCALE: 3/32"=V-0 <br />2 <br />ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. <br />4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 OR <br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 <br />24 <br />AD-51.0 <br />5. PROVIDE EXTERIOR WALL OPENING FLASHING PER <br />3 <br />AD-51.1 <br />6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A <br />FLUSH SUBSTRATE SURFACE. <br />7. 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. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND <br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. <br />9. 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 />UNIT <br />4.1C <br />UNIT 0.3C <br />STAIR A2 <br />10. 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 />UNIT 4.1 B <br />UNIT 4.1C <br />UNIT 0.3B <br />UNIT 0.3B <br />CONTRACTOR. <br />11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. <br />3 <br />AD 26 <br />UNIT <br />4.1B <br />UNIT 0.3B <br />12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH <br />SELECTIONS. <br />UNIT <br />4.1A <br />UNIT 0.3A <br />13. 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. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. <br />' <br />15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND <br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />RECOMMENDATIONS. <br />1 <br />1 <br />1 <br />1 <br />� <br />� <br />1 <br />1 <br />1 <br />1 1 <br />I I <br />I I <br />I 1 1 I I 1 <br />I I I I I I <br />I I I I I I <br />I I <br />I I <br />I I <br />I I I I I I I I <br />I I I I I I I I <br />I I I I I I I I <br />1 <br />I <br />I <br />ROOF SHT'G. _ <br />T.O. PLJ� - -H IR <br />, <br />❑ <br />I <br />I <br />❑❑ <br />HFIH <br />I I <br />----- <br />' <br />I I <br />I <br />5TH FL SUBFLOOR -- <br />T.O. PLzj <br />�0 <br />--------------------------------- <br />❑ <br />❑❑ <br />-----------y----- <br />_ <br />4TH FL SUBFLOOR --�- <br />T. O. PL�� HDR <br />------------------ <br />________O ________OO <br />______ ___ <br />' <br />___ -------------------- <br />_ <br />- - <br />- <br />- <br />- --- - <br />_ <br />------------------ <br />I <br />- 150.54' <br />3RD FL SUBFLOOR <br />--�--- <br />T.O. PL:J HDR <br />-----------....0 <br />------..o <br />------- --- <br />--- ------ ------ ----- <br />- \ <br />/ <br />- \ <br />�r---- ---- =---- <br />__ _ <br />- <br />---------------------� <br />------ .. <br />- - - - 140.46' <br />BUILDING KEY PLAN <br />------ ---- <br />----- <br />2ND FL SUBFLOOR <br />- _- ---�-- <br />T.O. PLj <br />_ HDR <br />---- ---------------o <br />--------oo <br />------ --- <br />I I <br />--- -; ----LT-----•----- <br />\ <br />, , <br />- <br />\ <br />_ <br />_ <br />------------- <br />I <br />--------- ------ <br />_ 128.58' <br />N � <br />co <br />�o <br />>C <br />/ x <br />5TH STREET <br />01) <br />124.70' FF co <br />- <br />1 ST FL T.O. SLAB <br />----------------- <br />------ ---------- <br />------- ----- <br />_ <br />ON GRADE <br />TYP. 3.1 <br />3.2 TYP. <br />LEI <br />TYP. <br />10 <br />9 8.8 <br />8 <br />7 <br />6 5 <br />4.3 <br />3 <br />LIJ <br />LIJ Bof <br />0I— <br />A2w <br />U <br />O <br />ILL.0 <br />LI J <br />z <br />N <br />4TH STREET <br />(I <br />NORTH EXTERIOR ELEVATION <br />SCALE: 3/32"=1'-0 <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 />E1� D 7 7l ,[ O AC K <br />II\ ES'1'AV EN' S <br />4199 CAMPUS DRIVE <br />I RV I N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />1 <br />TF <br />T_ <br />0 <br />1u <br />Q <br />z <br />Q <br />Q <br />z <br />Q <br />U) <br />LLI <br />U) <br />F_ <br />Ict <br />LO <br />T_ <br />L0 <br />015 <br />T_ <br />Nt <br />No. Date Description <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 />�SED ARCy11 <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 �F C o_ �F <br />License Stamp <br />BUILDING A NORTH & <br />EAST EXTERIOR <br />ELEVATIONS <br />A2-20 <br />W <br />G <br />m <br />/D <br />v <br />U <br />W <br />2 <br />U <br />Z <br />Q <br />J <br />Ir-n <br />VN! <br />LL <br />COPYRIGHT (C <br />