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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 />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 WALL <br />GROUT: CONCAVE PROFILE <br />UNIT2.2Q <br />UNIT1.1J <br />UNIT 2.1P <br />CORRIDOR <br />UNIT 4.1P <br />UNIT <br />3.1C <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 />----------------- WALLS & NOT MORE THAN 100 SQ. FT. ON HORIZONTAL APPLICATIONS. <br />11 <br />AD 51.0 <br />UNIT 2.2P <br />UNIT 1.1F <br />UNIT 2.1L <br />CORRIDOR <br />UNIT 4.1 M <br />UNIT 3.1 B <br />UNIT 2.2P <br />UNIT 1.1F <br />UNIT 2.1L <br />CORRIDOR <br />UNIT 4.1 M <br />UNIT 3.1 B <br />UNIT 2.2P <br />UNIT 1.1F <br />UNIT 2.1Q <br />CORRIDOR <br />UNIT 4.1 M <br />UNIT 3.1 B <br />UNIT 2.2P UNIT 1.1F UNIT 1.36 ELECTRICAL ROOM CORRIDOR UNIT 4.1L UNIT 3.1A <br />8 TYP. <br />8 TYP. <br />DISTANCE BETWEEN JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION <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 />; <br />8 TYP. <br />AVERAGE HEIGHT <br />OF MANSARD ROOF <br />-- FLOOR CONTROL / DRAINAGE JOINT IN EXTERIOR CEMENT PLASTER <br />11 <br />-5 <br />AD-51.0 <br />'-- <br />D <br />❑❑ ❑' <br />D 4 <br />❑❑ <br />[El <br />-- <br />--------------------------- <br />---------------------------------------- <br />D <br />- - - --_ - •.,_ <br />------ <br />-. • ------................----- <br />-- ----------------- <br />❑❑ ; ; <br />; ; <br />; ; ; ❑❑ ❑❑ <br />4 <br />; <br />F1 <br />- �. <br />- <br />c 14 <br />CONDUCTOR HEAD & OVERFLOW COLOR TO MATCH ADJACENT <br />SURFACE AD 61.0 <br />I 4" DIAMETER ALUMINUM DOWNSPOUT, COLOR TO MATCH ADJACENT SURFACE, <br />U.N.O. <br />22 <br />AD 61.0 <br />ao � <br />r--------------------- <br />--- ----'----------------------- •-------------------- - •---------------Y-------------------------• - <br />oo � oo'• ❑❑ <br />--•------------------ <br />_ <br />❑❑•----------------------------•,--- - <br />I <br />____ _ <br />-----------------------•-----o -----•-------------•----------------•---------------•�--- <br />❑❑ ❑❑ <br />n <br />- <br />--------------------- e5TH FL SUBFLOOR <br />00 <br />� EXHAUST TERMINATION -SEE MECH. PROVIDE MINIMUM DISTANCE OF 3' BETWEEN EXHAUST <br />VENTS AND ANY OPENINGS INTO THE BUILDING <br />9 <br />to <br />---------------------- <br />--- --------------------------•--------------------- ---------- <br />--- - --------------- ------------------------- - <br />00 110 00 <br />4 ❑ 4 <br />D D El <br />--------------- ---- <br />D <br />--------;---- <br />oo----------- --- - <br />-------------------- ---o -- ---•-----------------------------• <br />---,-- <br />❑❑ ❑❑ <br />4 <br />E <br />----------------• --- - <br />--------------------- 4TH FL SUBFLOOR <br />1❑ RETAIL STOREFRONT <br />2❑ METAL GUARDRAIL <br />2.1 GLASS GUARDRAIL <br />--------------------- <br />------------------------------------------------FEI <br />--,------------.,----- ........________....... <br />' o0 0' ❑❑ _ <br />D D 471LI 4 4 <br />__......._______._... <br />D <br />oo •-"-"""""""""-""___."""""""""""""' " <br />IME <br />______________________"_____o __ __"• _____________ -""""""""________"_______._______"'�__"' <br />o0 00 <br />FFE111 <br />_ <br />F <br />3RD FL SUBFLOOR <br />_ ------------------- - 1 <br />- <br />- <br />rn <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 />---------------------- <br />--- ----------------T----------I--------------------- - •--•------------- ------------------------- - <br />❑o ❑❑ o❑ <br />D D 4 n[I 4 4 � <br />--------------------------------;-------------*------------ <br />----------q------- -------+--------f-----i---------�--- <br />❑❑ <br />' <br />�� <br />I I <br />- <br />; ; <br />-- ----------------- - ---- <br />------------------------------0000011 <br />a <br />------- ----------- --• - <br />� <br />------------------- - D FL SUBEQ� <br />HDR <br />q o <br />3.3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT 10 WIDE 3 DEEP <br />x <br />3.4 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT-12" WIDE x 1 1/2" DEEP <br />4❑ METAL CANOPY <br />126.70'L <br />124.70' <br />J <br />1ST FL T.O. SLAB <br />5 SIGNAGE <br />AVERAGE GRADE PLANE <br />3.2 TYP. r2]TYP. <br />6❑ ART MURAL <br />7 TRELLIS <br />A 6.1 <br />E.8; <br />H 3 <br />� �H .8 <br />K <br />L <br />M <br />N <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 />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 />WESTEXTERIOR ELEVATION <br />SCALE: 3/32"=V-0 <br />2 <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 2.1 P <br />CORRIDOR <br />UNIT 3.1C <br />STAIR B4 <br />UNIT 2.2K <br />UNIT 2.1J <br />UNIT 1.1K <br />UNIT 2.2N STAIR B3 <br />UNIT 2.3C <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 />CONTRACTOR. <br />11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. <br />3 <br />AD 26 <br />UNIT 2.1L <br />UNIT 3.1B <br />UNIT 2.2J <br />UNIT 2.1J <br />UNIT 1.1K <br />UNIT 2.2M <br />UNIT 2.3B <br />12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH <br />UNIT 2.1L <br />UNIT 2.1Q <br />UNIT 3.1B <br />UNIT 3.16 <br />UNIT 2.2J <br />UNIT 2.2H <br />UNIT 2.1J <br />UNIT 2.1J <br />UNIT 1.1K <br />UNIT 1.1K <br />UNIT 2.2M <br />UNIT 2.2M <br />UNIT 2.3B <br />UNIT 2.3B <br />SELECTIONS. <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 />ELECTRICAL ROOM <br />UNIT 3.1A <br />UNIT 2.2G <br />REEZEWAY <br />UNIT P1.1G <br />UNIT P1.1 H <br />UNIT 2.2L <br />8 TYP. <br />UNIT 2.3A <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 />-------- <br />8 TYP. <br />---------------- <br />------------------------------------------------ <br />AVERAGE HEIGHT --- <br />OF HIGHEST TOWER <br />ROOF <br />RECOMMENDATIONS. <br />3.2 <br />--�- ------ <br />--------------------------------------------H- <br />AVERAGE HEIGHT <br />OF HIGHEST <br />' <br />MANSARD ROOF <br />o00 <br />❑ <br />D <br />❑❑❑ ' <br />D D <br />D <br />'I <br />D <br />p III <br />❑❑❑--------- '--------------- +----- t-- oo❑o <br />) 4 <br />❑ 4 <br />R F HT' <br />- O. <br />_ <br />-------------------------90 <br />%---------------- ------ oo❑----------------------�--- <br />A <br />------------------------------------- <br />❑ <br />D <br />---------------------------------------------------------------------------- <br />❑❑❑ <br />D D <br />----------%------ <br />D ❑ <br />...... <br />---+-------------------- <br />D <br />-- -- <br />D O <br />----%------------+----------------------+--------------------------------- <br />1300 <br />D 4 <br />;---------- <br />DOD <br />-+--------------- <br />❑ 4 <br />5TH FL SUBFLOOR <br />- <br />--------------------------•------ <br />. . <br />y---------- --------------------------y---------- <br />oo❑ <br />----------------------------------- <br />❑ <br />D <br />------------------------------------�--------------------------- <br />---i-------------F---------i- i- <br />; <br />❑❑❑ <br />D <br />-------�------ <br />II TF11 <br />----•-------------r------ <br />; <br />D <br />- -- <br />D❑ <br />e e <br />-------------------------------------- --------------------------- <br />❑oo <br />D 1 <br />--r-----y--- --+-------------�--- <br />------ <br />' ' o❑❑D <br />❑ 4 <br />FL SUBFLOOR <br />- �� <br />(p <br />9 <br />0o rn <br />LO <br />❑ <br />f <br />❑❑❑ <br />D � <br />❑ I <br />I <br />❑ <br />' <br />; ; <br />L J <br />; ; <br />❑ <br />3RD FL SUBFLOOR <br />- <br />00 <br />------ ___________________________J____------ <br />'._______ _________________._ <br />- <br />------ --- <br />----------------------------------- <br />D <br />// <br />// / /r // / // // / // // / // <br />--------- --------- ... -------•------ <br />-- /r//j// /--------- //// // // / / <br />r i//jj <br />rr/ <br />L � � <br />- ---------------- <br />------ <br />D <br />- -- <br />D <br />- --�- <br />-------.________________.._____ ______ _____ ____.._ ______.._.._..______._.._.._____.._ <br />-�0130 <br />D 4 <br />FEE <br />___---------- - <br />- <br />❑ 4 <br />_ D F� S�B� R <br />0 o <br />BUILDING KEY PLAN <br />1 ST FL T.O. SLAB <br />Timm- <br />- - <br />5TH STREET <br />1 <br />5 <br />9 10 <br />13 <br />2 TYP. 3 TYP. 3.2 TYP. 9 <br />16 18 19 <br />23 <br />AVERAGE GRADE PL NE <br />w w <br />w <br />C <br />w <br />w <br />= w2 <br />U <br />C/) <br />w <br />O <br />U_ 0 <br />z <br />N <br />4TH STREET <br />(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 />ED OAK <br />IN V ES' FINAEM'S <br />4199 CAMPUS DRIVE <br />IRVINE, CA 92612 <br />PHONE NO. (714) 342-2502 <br />1 <br />TF <br />WOO- <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 ARCM <br />* No. C29795 <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />�F CAS\ <br />License Stamp <br />BUILDING B SOUTH & <br />WEST EXTERIOR <br />ELEVATIONS <br />A2-61 <br />Z <br />Q <br />J <br />`- <br />W <br />1 <br />0. <br />ILL <br />C) <br />N <br />Ir- <br />00 <br />0 <br />COPYRIGHT (C <br />