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Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06
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Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06
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City Clerk
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Agenda Packet
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Clerk of the Council
Item #
23
Date
12/6/2022
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rD C <br />'A2-41 • <br />A2-41 <br />AVERAGE ROOF SURFACE7_1 ' <br />Architecture + Planning <br />AVERAGE ROOF SURFACE ' <br />-- - - - - - - - - - - - - - <br />----- 17911 Von Karman Ave. <br />Suite 200 <br />T.O. PL _ _ _ _ Irvine, CA 92614 <br />9 i I HDR _ _ ktgy.com <br />AD 2 <br />949.851.2133 <br />1-HR KTGY Project No: 2017-0934 <br />t _ 9 ROOF/CEILING <br />ROOF DECK I �, AD-21 ROOF DECK ' <br />Project Contact: Debbie Holland <br />Email: <br />dholland@ktgy.com <br />------------- <br />.......... -- I -- - - - - - <br />Principal: Wil Wong <br />.......................................................... 7TH FL SUBFLOOR ........................................... L.................................... <br />ro ect Designer: D. Schoolmeester <br />T.O. PL � J 9 <br />❑❑ - - - - - Project Director: Debbie Holland <br />HDR <br />1-HR Developer <br />9 FLOOR/CEILING i <br />AD-21 <br />8> <br />UNIT i I °° UNIT DECK I E D � O A K 1 <br />' 4199 CAMPUS DRIVE <br />....................................... }.................................... ........... 6TH FL SUBFLOOR <br />RANI I I RVI N E, CA 92612 <br />El El T.O. _ - - - HDR PHONE NO. (714) 342-2502 <br />1 F OOR/CEILING 4 NON -RATED <br />AD-21 �YPK CEILING <br />UNIT 00 III I I IU I <br />UNIT DECK <br />I <br />....................................... P .................................... .......... 5TH FL SUBFLOOR <br />T.O. PL . `KKK` ' <br />x <br />El El <br />HDR <br />C=7 (D <br />w <br />�= LL N <br />CO (� UJ Q <br />z { z <br />CO <br />UNIT m °° UNIT DECKD 0 <br />m <br />Q <br />I I Z <br />........................................................................... ......... 4TH FL SUBFLOOR - - - - - T.O. PL _ _ <br />❑❑ HDR --- Z <br />Q <br />3-HR <br />O <br />17 FLOOR/CEILING i I 3-HR <br />N 17 FLOOR/CEILING <br />AD-21 AD-21 LIJ <br />UNIT 11LLU <br />0O °° UNIT DECK � <br />Q <br />2 U) <br />144.50' FF Z <br />3RD FL (PODIUM LEVEL) T.O. SLAB <br />......................................................................... ........ <br />° <br />I ' <br />I I HDR w <br />■ Lo <br />■ „6 <br />o <br />LO <br />■ o � <br />I <br />I 80 I � <br />I <br />134.42' FF <br />2ND FL T.O. SLAB <br />RESTAURANT , RESTAURANT <br />I I <br />HDR _ <br />I <br />1 <br />J <br />No. Date Description H <br />I ; - <br />, r <br />122.66' FF I _ <br />w 1 ST FL T.O. SLAB AT RESTAURANT <br />---------------------- -- - - co ZI , <br />L' UwI <br />� I = <br />WALL SECTION 'D' SCALE: 1/4" -0" D WALL SECTION ' C' SCALE: 1/4"=l'-O" C U <br />z <br />WALL SECTION NOTES FIRE STOPPING LEGEND ELEVATION LEGEND ELEVATION KEYNOTES ELEVATION NOTES J <br />It is the clients responsibility prior to or during construction to notify the architect in writing <br />PENETRATIONS OF FIRE -RESISTIVE WALLS, FLOOR/CEILINGS 1. ALL VERTICAL DIMENSIONS SHOWN ARE FROM THE TOP OF CONCRETE SLAB (WHERE of any perceived errors or omissions in the plans and specifications of which a contractor <br />1. STRUCTURAL MEMBERS SHOWN IN ARCHITECTURAL SECTIONS ARE UL SERIES LISTING thoroughly knowledgeable with the building codes and methods of construction should <br />AND ROOF/CEILINGS SHALL BE PROTECrEC�S REQUIRED IN EXTERIOR CEMENT PLASTER: WITH 16/20 FINISH, PAINT �� OCCURS) OR TOP OF FLOOR SHT'G, U.N.O. VERIFY SLAB ELEVATION WITH CIVIL. reasonably be aware. written instructions addressing such perceived errors or omissions <br />DIAGRAMMATIC IN NATURE AND SHOULD NOT BE RELIED UPON AS AN ACTUAL RETAIL STOREFRONT ' i shall be received from the architect prior to the client or clients subcontractors proceeding V <br />CBC SEC. 714. WINDOW/DOOR TRIM: EPS 3 1/2 WIDE X 1 1/2" THICK, SMOOTH AD-51.0 El 2. EXTEND AND RETURN FINISH MATERIALS AND COLORS TO INSIDE CORNERS, U.N.O. with the work. The client will be responsible for any defects in construction if these <br />REPRESENTATION OF STRUCTURAL MEMBERS. REFER TO STRUCTURAL PENETRATION CONC CONC & WOOD WOOD AD 20 FINISH, TYP, U.N.O. <br />DRAWINGS FOR SIZES AND SPECIFIC CONFIGURATION OF STRUCTURAL DESCRIPTION FLOORS MASONRY FRAME FRAME FOR ADDITIONAL INFORMATION, SEE 2❑ METAL GUARDRAIL 3. U.N.O., PAINT EXPOSED METAL FLASHING & TRIM TO MATCH COLOR OF ADJACENT SURFACE. procedures are not followed. <br />EXTERIOR CEMENT PLASTER: O/ WRB WITH SMOOTH 11 <br />MEMBERS. WALLS WALLS FLOORS •---------------• FLOOR CONTROL /DRAINAGE JOINT ALLOW FOR COLOR CHANGES ACROSS VARYING MATERIALS AND COLORS. <br />HARD TROWELED FINISH & PAINT AD-51.0 IN EXTERIOR CEMENT PLASTER AD . El GLASS GUARDRAIL 4. PROVIDE FLEXIBLE SEALED FLASHING AT ALL ITEMS PENETRATING EXTERIOR 22 24 SEA ARCH U_ <br />ROUND BLANK OR /�. <br />2. FOR FIRE RATINGS OF WALLS SEE SHEETS AO-11 THRU AO-25. OPENING C-AJ-0000 C-AJ-0000 W-L-0000 WALL CONSTRUCTION PER MANUFACTER'S RECOMMENDATIONS. AD 51.0 ��, �R F� <br />SMOOTH FIBER CEMENT SIDING: ❑ - 3 EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 2112" WIDE x 1 112" DEEP AD-51.0 N <br />3. FOR ASSEMBLIES, FIRE RATINGS, LISTINGS AND RELATED CONSTRUCTION TO RECTANGULAR C AJ 0000 C AJ 0000 W L 0000 5. PROVIDE EXTERIOR WALL OPENING FLASHING PER 3 y> c� N <br />AD XX 3.1 " CONDUCTOR HEAD & OVERFLOW, EPS TRIM BAND OVER EXTERIOR CEMENT PLASTER BROWN COAT- 6WIDE x 1 1/2" DEEP <br />DETAILS SEE AD-28 AD-28 BLANK OPNG � 6. EXTEND SUBSTRATE SHEATHING TO NEAREST INSIDE OR OUTSIDE CORNER TO OBTAIN A AD-51.1 * No. C29795 * O <br />SECTION LEGEND COLOR TO MATCH ADJACENT FLUSH SUBSTRATE SURFACE. <br />BLANK OPNG _ ❑ RENEWAL DATECN <br />4. COLUMNS & PRIMARY STRUCTURAL FRAME MEMBERS SHALL BE PROVIDED WALL CHASE F C 0000 ADHERED MASONRY VENEER: SURFACE 14 22 4 METAL CANOPY 7. DETERMINE GAUGE OF EXTERIOR METAL FRAMING BASED ON DEPTH, SPACING AND WIND <br />WITH INDIVIDUAL ENCASEMENT FIRE PROTECTION AS REQUIRED BY CBC AD 28 AD 51.0 AD-61.0 AD-61.0 AUGUST 31, 2023 <br />4" DIAMETER ALUMINUM LOADS INDICATED IN DRAWINGS. REFER TO STRUCTURAL DRAWINGS FOR WIND LOADS. �yJ ��� C) <br />SECTIONS 704. SINGLE PIPE C-AJ-0000 C-AJ-0000 W-L-1000 F-C-1000 DOWNSPOUT, COLOR TO MATCH � SIGNAGE �, � O <br />PENETRATION 2-HR FIRE BARRIER 8. PROVIDE BLOCKING AND/OR APPROPRIATE BACKING FOR ALL RECESSED AND QF \F <br />GFRC WAINSCOT: CAL ADJACENT SURFACE, U.N.O. El ART MURAL SURFACE -MOUNTED ITEMS. VERIFY LOCATIONS PRIOR TO CLOSURE OF FRAMING. 00 <br />MULTIPLE CAJ1000 CAJ1000 WL1000 FC8000 TYPICAL INSULATION VALUES PIPE PEN � IN IN IN� 3-HR HORIZONTAL SEPARATION 9. SIGNAGE: PROVIDE BLOCKING AND BACKING FOR SIGN MOUNTING. PROVIDE LOCKABLE License Stamp <br />SINGLE PIPE <br />I EXPOSED CMUEXHAUST TERMINATION -SEE : W/ 2" THICK MATCHING CAP AT TOP OF WALL fl TRELLIS ACCESS TO POWER AND SERVICE CONNECTIONS. VERIFY SIGN LOCATIONS PRIOR TO <br />WALL CHASE <br />F-C-1000 FRAMED ASSEMBLIES GROUT: CONCAVE PROFILE ° MECH. PROVIDE MINIMUM ElFLAT CONCRETE ROOF TILE CLOSURE OF FRAMING. BUILDING A WALL <br />10. ALIGN FINISH HEAD HEIGHT OF WINDOW AND PATIO DOOR TYPICAL AT ALL UNITS, U.N.O. <br />INSULATION LOCATION VALUE DISTANCE OF 3' BETWEEN <br />DRAIN F-A-1000 CMU EXHAUST VENTS AND ANY CONTRACTOR. 9❑ ADDRESS SIGN - SEE OCFA NOTES FOR MORE INFORMATION GENERAL CONTRACTOR TO COORDINATE THIS REQUIREMENT WITH FRAMING SUB SECTIONS <br />PER IN FLR EXPOSED CONCRETE <br />OPENINGS INTO THE BUILDING <br />ROOF / CEILING R-30 BATH TUB F-B-1000 F-C-2000 <br />CONCRETE 11. PROVIDE 5/8" TYPE X GYP. SHEATHING WHERE FIREWALL TERMINATES AT EXTERIOR WALL. 3 <br />- <br />PER IN FLR EXTERIOR CEMENT PLASTER CONTROL JOINT. IN AREAS NOT 12. REFER TO COLOR BLOCKING AND/OR PAINTER'S EXHIBITS FOR FINAL COLOR AND FINISH AD 26 <br />METAL STUD EXTERIOR WALL R-?? ELEVATED, INSTALL TO SEGREGATE AREAS NOT EXCEEDING 11 SELECTIONS. <br />TOILET PEN F-A-2000 F-C-2000 MORE THAN 144 SO. FT. ON WALLS & NOT MORE THAN 100 SQ. 13. FOR PREFINISHED ITEMS, SUBMIT MANUFACTURER'S COLOR PALETTE TO ARCHITECT FOR <br />WOOD STUD EXTERIOR WALL R-21 IN FLOOR FT. ON HORIZONTAL APPLICATIONS. DISTANCE BETWEEN AD 51.0 <br />REVIEW. ALL COLOR AND FINISH SELECTIONS, INCLUDING PREMIUM SELECTIONS, SHALL BE <br />JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR <br />ROUND DUCT A LENGTH -TO -WIDTH RATIO OF 2.5 TO 1. HORIZONTAL JOINTS AVAILABLE FOR THE BID PRICE. <br />C AJ 7000 C AJ 7000 W L 7000 F C 7000 INFORMATION ABOVE IS BASED ON ENERGY CALCULATIONS PROVIDED BY VCA GREEN, DATED PENETRATION SHALL WRAP OUTSIDE CORNERS AND RETURN TO THE 14. MOUNT ALL WALL LIGHT FIXTURES AT 6'- 8" MIN TO BOTTOM OF FIXTURE, U.N.O. <br />07/01/2021. GC TO VERIFY THE INFORMATION ABOVE IS CONSISTENT WITH THE MOST CURRENT ENERGY DUCT PEN NEAREST INSIDE CORNER. 15. EXTERIOR FINISHES: SIZING, GAUGE, ATTACHMENTS, WRB, ASSOCIATED COMPONENTS AND A2�41 <br />CALCULATIONS. RECTANGULAR C-AJ-7000 C-AJ-7000 W-L-7000 F-C-7000 GENERAL INSTALLATION SHALL BE CONSISTENT WITH MANUFACTURER'S RECOMMENDATIONS. <br />COPYRIGHT n <br />
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