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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 />1,AD 51.0 <br />UIVII U.- <br />UNIT MD <br />UNIT 0.1D <br />VIVI1 -Im <br />UNIT 4.1K <br />UNIT 4.1 K <br />uIll1 -- <br />UNIT2.6A-R <br />UNIT 2.6A-R <br />� SMOOTH FIBER CEMENT SIDING: <br />AD-XX <br />UNIT 0.1D <br />UNIT 0.1C <br />UNIT 4.1J <br />UNIT 3.213 <br />UNIT 2.6A-R <br />STAIR A4 <br />ADHERED MASONRY VENEER: <br />AD-51.0 <br />ENTRY <br />UNIT 3.2A <br />RESTARAUNT <br />GFRC WAINSCOT: <br />B <br />A <br />c <br />EXPOSED CMU: W/ 2" THICK MATCHING CAP AT TOP OF WALL <br />Etl GROUT: CONCAVE PROFILE <br />3.3 <br />3.1 <br />A2-40 <br />A2-40 <br />I <br />TYP. 3.2 3.1 TYP. <br />, <br />AVERAGE <br />HEIGHT OF ROOF <br />EXPOSED CONCRETE <br />❑❑❑TF- <br />n:E]WALLS <br />oo <br />HDR <br />ROOF SHT'G----------- - <br />�-T.O. PL <br />1 EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT ELEVATED, <br />.______-'- INSTALL TO SEGREGATE AREAS NOT EXCEEDING MORE THAN 144 SQ. FT. ON <br />& NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. <br />DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION <br />11 <br />AD 51.0 <br />F <br />y <br />y <br />' <br />------------------------------ ------------ ------------- <br />❑❑❑ ❑❑❑ <br />I I <br />I�HF�Hln <br />❑❑ ❑❑❑ <br />1 , <br />1 <br />1 <br />--- - <br />HDR <br />7TH FL SUBFLOOR <br />T.O. PL <br />; OR A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS SHALL WRAP <br />1 OUTSIDE CORNERS AND RETURN TO THE NEAREST INSIDE CORNER. <br />'---------------- FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER <br />11 <br />AD 51.0 <br />�� <br />_____ _.___ <br />I Fill <br />___________________-._______ ____,._______ <br />1 <br />i�Fnl <br />___.,________________-________ __ <br />------------------------------------------------------ - <br />°° °O° <br />_ _ <br />HDR <br />6TH FL SUBFLOOR <br />�-T.O. PL <br />G <br />0 W C 14 <br />CONDUCT R HEAD & OVERFLO OLOR TO MATCH ADJACENT <br />SURFACE AD 61.0 <br />I U.N.O. METER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, <br />22 <br />AD 61.0 <br />1 <br />l <br />IF__ <br />60.63 <br />1 . <br />_ ; <br />1 <br />11 <br />�c - i \ / <br />�- - --- <br />000 <br />---------;----------------, ----------- <br />13M <br />i <br />�'. <br />°° °°° <br />------------ ------ ----------------- - ---------------------------- --- <br />°O° <br />DR <br />FnF T <br />- -_ <br />�-T.O. PL = <br />BFLOOR <br />4TH FL SUBFLOOR <br />- - <br />�-T.O. <br />EXHAUST TERMINATION SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST <br />° <br />VENTS AND ANY OPENINGS INTO THE BUILDING <br />1 RETAIL STOREFRONT <br />1 <br />50.54 <br />_________________ <br />71 <br />I <br />Li <br />� HDR <br />n n <br />PL <br />METAL GUARDRAIL <br />-000 ---- <br />o00 "-"- """"" """" _.._ ......I .........._____.._..................i....................___ <br />-------------------------------------------- <br />.. _ .._.._.. ___ ............... _.._.. <br />❑ <br />HDR <br />144.50' FF <br />3RD L POD FIUM <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 />40.46' <br />J <br />' ________________ <br />I <br />PP11 <br />PLE <br />LEVEL) T.O. SLAB <br />3.1 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6" WIDE x 1 1/2" DEEP <br />-- <br />- -[1 <br />134.42' FF <br />3.2 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 4" WIDE x 1 1/2" DEEP <br />1 <br />----- -'--" <br />o00 "- -"--------" <br />----o-"-- `- --- <br />_LIL <br />I HDR <br />2ND FCT.6'B-- <br />3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-10" WIDE x 3" DEEP <br />128.58' <br />-----------_, <br />-- <br />_11A <br />E <br />123.80' AVERAGE <br />GRADE PLANE <br />EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 11/2" DEEP <br />4 METAL CANOPY <br />. r- --- - <br />i <br />I <br />1111 <br />_ <br />A YB C.2 <br />D <br />G G.7 <br />2 TYP. <br />K L M �N <br />---- <br />TYP. 4 LEI TYP. � <br />D P��� <br />------ - <br />S j �T� <br />122.66' FF _------------- ---- <br />1 ST FL T.O. SLAB <br />AT RESTAURANT <br />5� SIGNAGE <br />l ART MURAL <br />0 TRELLIS <br />�R <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 />WESTEXTERIOR 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 <br />WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD-51.0 OR <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 />ROOF DECK <br />UNIT 2.6A-R <br />UNIT 2.2F-R <br />UNIT 2.213-R <br />UNIT 2.2E UNIT 2.413 <br />UNIT 2.21D UNIT 2AA <br />8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND <br />SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. <br />UNIT 2.6A-R <br />UNIT 2.6A-R <br />UNIT 2.2C-R <br />UNIT 2.26-R <br />UNIT 2.2E UNIT <br />UNIT 2.21D UNIT <br />2.413 <br />2AA <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 />UNIT 2.6A-R <br />UNIT 2.213-R <br />POOL DECK <br />UNIT 2.21D UNIT <br />2.4A <br />CLOSURE OF FRAMING. <br />10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. <br />RESTAURANT <br />RETAIL <br />LEASING <br />/ AMENITY <br />FTINESS <br />GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB <br />CONTRACTOR. <br />11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. <br />3 <br />AD 26 <br />12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH <br />SELECTIONS. <br />D <br />E <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 />A2.4t <br />A2-42 <br />3 <br />AVERAGE <br />HEIGHT OF ROOF <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 />15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND <br />GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S <br />ROOFSHT'G _ <br />--- <br />------------ <br />--- <br />--- <br />--- <br />----_---____-_ ____-- <br />--------------- _ ------ - <br />RECOMMENDATIONS. <br />T.O. PLJ - <br />--DR- <br />T7I <br />0 0� <br />00 I 0 <br />❑❑❑ ❑❑ <br />❑ ❑❑❑ HD - T.O. PL <br />- - <br />� � <br />7TH FL SUBFLOOR <br />T.O. PLJ - <br />------------------------•-----------------------------F------------- <br />- D <br />---- <br />❑❑ - -- ���LEE----❑o❑ - - <br />I <br />------- ������������ ������������� ��������������----------------------------�-- <br />\��\����\��� 000 ���������� ���������� oo <br />------------------------ 7TH FL SUBFLOOR <br />❑ ❑❑❑ HD LT.O. PL <br />_ <br />6TH FL SUBFLOOR <br />T.O. PLJ <br />_L] <br />HDR F�� <br />n� <br />I <br />00 <br />;; <br />CF <br />000 <br />a❑ <br />0 00 <br />D �� <br />00 00 <br />D �� D❑ <br />o <br />D <br />D❑ <br />__________,•_________ ______._____________-_ <br />000 00 <br />___________ __________ <br />0 000 <br />6TH FL SUBFLOOR <br />- T.O. PL <br />HD <br />i <br />5TH FL SUBFLOOR <br />T.-0-PLO - <br />_ <br />- D <br />------- �������� _______ <br />❑❑ --- ----- ❑❑❑ - Ml <br />L <br />I - <br />I <br />______ ����������� ____ _ ���������� ���������� <br />a❑ ❑❑ <br />5TH FL SUBFLOOR <br />❑ ❑❑❑ HD iv <br />_ _ <br />4TH FL SUBFLOOR <br />T.O. PLJ <br />- --------------------------- <br />CHDRFIFUIFTF <br />1 <br />------------ <br />❑❑ <br />------------------------------------------------- <br />❑❑❑ <br />_ <br />"I IEEEED <br />oo ❑❑ <br />q <br />4TH FL SUBFLOOR <br />0 000 - T.O. PL <br />HDR <br />144.50' FF <br />3RD FL�P�M <br />LEVEL) T.O. SLAB <br />HDR ---------------------------, <br />' <br />------------ <br />I <br />----•------------------------------------•------- <br />I <br />C <br />---------------------•- --- ---------------------------------------•----------------- <br />ro <br />tttj <br />-_ 144.50' FF <br />------------------------- ❑❑❑ HDR 3RD FL (PODIUM <br />LEVEL) T.O. SLAB <br />134.42' FF <br />1 <br />1 <br />; <br />o 0 <br />Eo <br />13_4.42' FF <br />BUILDING=EIL] KEY PLAN <br />-SLAB <br />2ND FL T.O. AB <br />- - - - - - -- <br />HDR <br />- - L <br />------- <br />- -- -- <br />- - -- -- <br />-- -- <br />- -C_ - - - <br />HDR 2ND FL T.O. SLAB <br />N 123.80' AVERAGE <br />N <br />Lrl <br />GRADE PLANE <br />5TH STREET <br />122.66' FF <br />1 ST FL T.O. SLAB <br />AT RESTAURANT <br />6 <br />1 TYP. <br />TYP. 4 <br />0 <br />0 F= of123.21' <br />2.1 TYP. 1 TYP. <br />4 TYP. <br />9 <br />2 TYP.[-�ETYP.'--[1 ]TYP. TYP. 3.1 <br />--------- ----- <br />3.2 TYP. 5 <br />FF <br />- - - <br />1ST FL T.O. SLAB <br />AT LEASING <br />F- <br />�2;i <br />5 <br />5.2 <br />6.2 <br />7.2 <br />8.2 8.5 <br />�9.7; �1 <br />12 <br />33J <br />w <br />w <br />w <br />Of Of <br />w <br />z <br />ILL 0 <br />N <br />4TH STREET <br />(1 1 <br />SOUTH 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 />EI7#_0 A K <br />IN V ES' FINAEM'S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />LO <br />r <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 />D ARc y, <br />�0 <br />No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />s�gTF F���\� <br />OFCAS\ <br />License Stamp <br />BUILDING A SOUTH & <br />WEST EXTERIOR <br />ELEVATIONS <br />A2-21 <br />N <br />Cq <br />ME <br />COPYRIGHT U <br />