Item 23 - First One -Year Extension for Site Plan Review No. 2020-03 and Variance No. 2020-06

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ELEVATOR KEYNOTES 1❑ HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFO 2� AUTOMATIC HOISTWAY DOOR SMOKE CONTAINMENT CURTAIN COMPLYING WTH CBC 3006.3.5: 3 SMOKE CURTAIN BY SMOKEGUARD PER M400. CONCEAL HOUSING IN DROPPED SOFFIT OR FLOOR / CEILING ASSEMBLY. SMOKE CURTAIN IS NOT REQUIRED WHERE LOBBY IS PROVIDED OR AT LEVEL OF DISCHARGE. LINE JOIST BAY WHEN OCCURS IN FLOOR / CEILING ASSEMBLY. REFER TO BUILDING PLANS. PER CBC SEC. 713.14.1 EXP. #3. ❑4 METAL SERVICE LADDER BY ELEVATOR MANUFACTURER ❑5 HOIST / SAFETY BEAM PER STRUCTURAL El5 x5 x Z" STEEL TUBE DIVIDER BEAM �7 EMERGENCY EVACUATION SIGN ❑8 24" x 84" GURNEY SPACE II o II I • \ I� I I I I I ELEVATOR NOTES II JI II ' II I I I ------ --------- --------- ____ ___________= 1. FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO - - < AD-04 2. ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE. \ 3. PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8. H .8 • • • ; . d, 4. AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDED r' • TO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATOR LANDINGS PER CBC 1009.10. 0 0 p 5. PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP. zt -- - ---� 6. CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER. — —&TO RAGE ELEVATOR DESIGN CRITERIA �- ELEV Al -a K ELEV AlLL�JJ I I 1 L - I I �_, - - - THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANY I I i I I OTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECT L IMMEDIATELY IF A SUBSTITUTION IS PROPOSED. L__-J ELEVATOR Al ELEVATOR A2 ELEVATOR B1 ELEVATOR B2 F __ N I \ I L _ _ _ J 3'-9 1/2" 4'-1 1/2" 9'-8" I �\ 4'-3" �� ' I I I I I �\------- �� ---r ' I \ , I I `� MODEL OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE OTIS GEN 3 EDGE N „ �`�' i I I I 15'-0" 9'-1 " g" I i ,��' CAPACITY I SPEED 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM 3,500 LBS 1150 FPM 2,500 LBS 1150 FPM IDF I I y POWER L�------- �� i ,' `� i I I i I �� \\ I i \ STOPS 7 7 5 5 i V-7" 9'-10" 2'_8" 6" SEISMIC ZONE SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL SEE STRUCTURAL J I I I-- I i L _ _ J MIN. HOISTWAY SIZE 8'-8" x 6'-11" 8'-8" x 5'-9" 1T-8" x 6'-11" 8'-8" x 5'-9" I I I PROVIDED SHAFT SIZE v ELEV A2 N M / ELEV A2 OPENING LEFT SIDE LEFT SIDE LEFT SIDE RIGHT SIDE 0 ---------------- - M bo LI--_ --_ _ 1 D F FRONT ONLY FRONT ONLY FRONT ONLY FRONT ONLY I I � CLEARANCE TO X'-X" X'-X" X'-X" X'-X" I UNDERSIDE OF (13'-10" CLEAR (13'-10" CLEAR (13'-7" CLEAR (13'-7" CLEAR ROOF FRAMING OVERHEAD TO OVERHEAD TO OVERHEAD TO OVERHEAD TO El 0 SAFETY BEAM + 12" SAFETY BEAM +4 SAFETY BEAM + 12" SAFETY BEAM + 4 SAFETY BEAM + 12" SAFETY BEAM + 4 SAFETY BEAM + 12" SAFETY BEAM + 4 --� 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE 3/4" CLEAR ABOVE M .4 co / BEAM +2 LAYERS GYP BD BEAM + 2 LAYERS 5/8" GYP B BEAM + 2 LAYERS BEAM + 2 LAYERS P BID) PIT DEPTH 5-6" 5-6" 5-0" 5-0" 2,_8" 5,_2,. 1,_5,. 1'-7" 9'-10" 2'-8" CAB & HOISTWAY 4A" x T-0" 4A" x T-0" 4A" x T-0" 4A" x T-0" 14'-1" DOOR 90-MIN RATED 90-MIN RATED 90-MIN RATED 90-MIN RATED CAR SIZE, INTERIOR 6-5 9/16" x 5-5 9/16" 6-5 9/16" x 4'-3 9/16" 6-5 9/16" x 5-5 9/16" 6-5 9116" x 4'-3 9/16" 10.3 11 CAR CEILING T-9" T-9" T-9" T-9" CAR CEILING FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER ELEVATORSAl AND A2 - ROOF SCALE: 1 /4"=V-0" 6 ELEVATORS Al AND A2 - LEVEL 6 SCALE: 1 /4"=V-0" 4 ELEVATORS Al AND A2 - LEVEL 2 SCALE: 1 /4"=V-0" 2 CAR WALL FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER CAR FLOOR FINISH AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER AS SELECTED BY OWNER MEDICAL YES - 24"x84" STRECHER NO YES - 24"x84" STRECHER NO EMERGENCY LEGEND 2X4 WOOD STUD FRAMING 2X6 WOOD STUD FRAMING CMU WALL - SEE STRUCTURAL CONCRETE WALL - SEE STRUCTURAL EXTENT OF EXTERIOR CEMENT PLASTER FINISH DIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT OR DROPPED GYP. BID. BELOW RATED SOILINGT FFIT ILN HEIGHT AS INDICATED PLAN EXTERIOR CEM NING ER OV RBEXTRUDED METAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEE D A � IV lug I /' `\ I II ENLARGED PLANS FOR EXTENT. r � / \ II / \ le/ \I 30" x48" CLEAR FLOOR AREA --- --------- L J 5-0" DIAMETER TURN AROUND SPACE C======_< L L i co M CD I H'8 .� � 5 ••r•_ ENLARGED PLAN REFERENCES ELEVATOR I I � 1. FOR WALL FIRE -RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHER LOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS AO-11 THRU AO-25 co . zt MAC H I E I .. •- - - I -' � .. •- - ------I-L------ 2. FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANIC HARDWARE LOCATIONS, SEE SHEETS AO-31 THRU AO-45. ROOD ELEV Al ELEV Al ELEV Al K I ILI I I I I I L I I-- 1 I - -- L___J I I L___J N 19 I \ 3'-9 1 /2" 4'-1 1 /2" 9'-8" I \ 4'-3" I i CV I �n '-0" 7'-9 1 /2" 1 2" 9'-8" I \ 4'-3" I \ CO I �� ,� I I I ,' I cfl I �� I I j N I 9' I I --- I�.. 9' IDF \� IDF o � ��-i ---- I I I , . I I I bo '(---------„ W '---------- oo I I I I I I I J I I I - - M.4 �✓ W I I I i ELEV A2 r ELEV A2 � I I ELEV A2 F1 BID �oQ ML--- -------- --- — ---------------- II ---------------cc II _ II \ II JI El II \ II JI _ � El El 1� )IFi I ir 19 HF V-7" 9'-10" 2'-8" 9'-8" 2'-8" 5'-2" 1'-5" 9'-8" 2'4" 5'-2" 1'-5" 10.3 11 ELEVATORS Al AND A2 - LEVEL 7 SCALE: 1/4"=1'-0" 5 ELEVATORS Al AND A2 - LEVELS 3, 4, & 5 SCALE: 1/4"=1'-0" 3 ELEVATORS Al AND A2 - LEVEL 1 SCALE: 1/4"=V-0" 1 Architecture + Planning 17911 Von Karman Ave. Suite 200 Irvine, CA 92614 ktgy.com 949.851.2133 KTGY Project No: 2017-0934 Project Contact: Debbie Holland Email: dholland@ktgy.com Principal: Wil Wong Project Designer: D. Schoolmeester Project Director: Debbie Holland Developer ED7 OAK INVESTMENTS S 4199 CAMPUS DRIVE IRVINE, CA 92612 PHONE NO. (714) 342-2502 T_ C) Q U Q z Q Q z Q U) w w U) F_ ICT LO T_ L0 0115 T_ Nt No. Date Description It is the clients responsibility prior to or during construction to notify the architect in writing of any perceived errors or omissions in the plans and specifications of which a contractor thoroughly knowledgeable with the building codes and methods of construction should reasonably be aware. Written instructions addressing such perceived errors or omissions shall be received from the architect prior to the client or clients subcontractors proceeding with the work. The client will be responsible for any defects in construction if these procedures are not followed. SED ARCM * No. C29795 RENEWAL DATE AUGUST 31, 2023 of CAS\ License Stamp ELEVATORS Al & A2 PLANS BUILDING A A5-90 z Q J 1r n VM! E_ N N 0 N Ir- 00 0 COPYRIGHT (C