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11'-2 1/2"10'-1"8'-11 1/2"9'-1"9'-1"9'-1"1ST FL T.O. SLAB AT LEASINGT.O.PL3RD FL (PODIUM LEVEL) T.O. SLAB4TH FL SUBFLOOR5TH FL SUBFLOOR6TH FL SUBFLOORT.O.PLT.O.PLT.O.PL2ND FL T.O. SLAB123.21' FF134.42' FF144.50' FF9'-1"7TH FL SUBFLOORT.O.PLHDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"HDR7'-0"117.71' FFT.O.PIT5'-6"T.O.ROOF SHTG.T.O.PL5'-5"T.O. PLT.O. ROOF SHTG.12349AD-213AD-2117AD-2113AD-211AD-219AD-21CCOPYRIGHTIt is the clients responsibility prior to or during construction to notify the architect in writingof any perceived errors or omissions in the plans and specifications of which a contractorthoroughly knowledgeable with the building codes and methods of construction shouldreasonably be aware. Written instructions addressing such perceived errors or omissionsshall be received from the architect prior to the client or clients subcontractors proceedingwith the work. The client will be responsible for any defects in construction if theseprocedures are not followed.Architecture + Planning17911 Von Karman Ave.Suite 200Irvine, CA 92614ktgy.com949.851.2133License StampProject Contact:Email:Principal: Project Designer:Project Director:KTGY Project No:2017-0934Debbie Hollanddholland@ktgy.comWil WongD. SchoolmeesterDebbie HollandDeveloperPHONE NO.4199 CAMPUS DRIVEIRVINE, CA 92612(714) 342-2502415 & 515 E. 4TH STREET, SANTA ANA, CA 92701 <br />4TH AND MORTIMERNo.Date Description06-21-2023 FIFTH BUILDING DEPARTMENT SUBMITTALA03-21-23ADDENDUM AELEVATORS A1 & A2SECTIONSA5-91HOIST BEAM - SEE STRUCTURAL FOR ADDITIONAL INFOAUTOMATIC HOISTWAY DOOR, 90 MINUTE RATEDSMOKE DOOR ON MAGNETIC HOLD-OPEN1.FOR TYPICAL ELEVATOR DETAILS AND NOTES, REFER TO2.ALL DIMENSIONS ARE TO FACE OF STUD, CMU OR CONCRETE.3.PROVIDE TWO WAY COMMUNICATION SYSTEM PER CBC 1009.8.4.AT ACCESSIBLE MEANS OF EGRESS ELEVATORS, DIRECTIONAL SIGNAGE SHALL BE PROVIDEDTO DIRECT USERS TO ACCESSIBLE MEANS OF EGRESS AND WITHIN ACCESSIBLE ELEVATORLANDINGS PER CBC 1009.10.5.PROVIDED 1-1/2 HOUR RATEED HOISTWAY DOOR, TYP.6.CONFIRM HOISTWAY VENTILATION REQUIREMENTS WITH MANUFACTURER.ELEVATOR KEYNOTESELEVATOR NOTES-AD-04THE ELEVATOR HOISTWAY HAS BEEN DESIGNED TO FIT THE ELEVATOR DESCRIBED BELOW. ANYOTHER ELEVATOR WILL REQUIRE REVISIONS TO THE DRAWINGS. NOTIFY THE ARCHITECTIMMEDIATELY IF A SUBSTITUTION IS PROPOSED.ELEVATOR DESIGN CRITERIA123MODELCAPACITY / SPEED STOPSPIT DEPTHCAR SIZE, INTERIORCAR CEILING FINISHCAR WALL FINISHCAR FLOOR FINISHOTIS GEN 3 EDGE3,500 LBS / 350 FPM 7X'-X"5'-6"4'-0" x 7'-0"6'-5 9/16" x 5'-5 9/16"AS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERCAR CEILING7'-9" POWERELEVATOR A1SEISMIC ZONE(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )ELEVATOR A2ELEVATOR B175OPENINGLEFT SIDELEFT SIDELEFT SIDEFRONT ONLYFRONT ONLYFRONT ONLYMIN. HOISTWAYSIZEPROVIDED SHAFTSIZE2,500 LBS / 350 FPM 3,500 LBS / 200 FPMOTIS GEN 3 EDGEOTIS GEN 3 EDGEX'-X"(13'-10" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )90-MIN RATED5'-6"4'-0" x 7'-0"90-MIN RATED5'-0"4'-0" x 7'-0"90-MIN RATED6'-5 9/16" x 4'-3 9/16"7'-9" 7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOAS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERYES - 24"x84" STRECHERX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )CLEARANCE TOUNDERSIDE OFROOF FRAMINGSEE STRUCTURALSEE STRUCTURALSEE STRUCTURAL8'-8" x 6'-11"8'-8" x 5'-9"8'-8" x 6'-11"6'-5 9/16" x 5'-5 9/16"4NOT USED58 x 6 x 5/8" HSS STEEL TUBE DIVIDER BEAM6EMERGENCY EVACUATION SIGN7METAL SERVICE LADDER 24" x 84" GURNEY SPACE W/5" RADIUS CORNERS830" x48" CLEAR FLOOR AREA5'-0" DIAMETER TURN AROUND SPACELEGENDENLARGED PLAN REFERENCES1.FOR WALL FIRE-RATINGS AND DETAIL REFERENCES, FIRE EXTINGUISHERLOCATIONS AND FIRE ACCESS ANALYSIS, SEE SHEETS A0-11 THRU A0-25 .2.FOR EXITING ANALYSIS INCLUDING OCCUPANT LOADS, EXIT SIGNS AND DOOR PANICHARDWARE LOCATIONS, SEE SHEETS A0-31 THRU A0-45.EXTENT OF EXTERIOR CEMENT PLASTER FINISHDIAGONAL HATCH INDICATES EXTENT OF EXTERIOR PLASTER SOFFIT ORDROPPED GYP. BD. CEILING BELOW RATED FLOOR/CEILING ASSEMBLY. SOFFITHEIGHT AS INDICATED IN PLAN. EXTERIOR CEMENT PLASTER OVER EXTRUDEDMETAL LATH OCCURS AT LOBBIES WITH EXTERIOR WALL OPENINGS. SEEENLARGED PLANS FOR EXTENT.CMU WALL - SEE STRUCTURALCONCRETE WALL - SEE STRUCTURALCAB & HOISTWAYDOORMEDICALEMERGENCYAS SELECTED BY OWNERELEVATOR B25RIGHT SIDEFRONT ONLY2,500 LBS / 200 FPMOTIS GEN 3 EDGE5'-0"4'-0" x 7'-0"90-MIN RATED7'-9" AS SELECTED BY OWNERAS SELECTED BY OWNERAS SELECTED BY OWNERNOX'-X"(13'-7" CLEAROVERHEAD TOSAFETY BEAM + 12"SAFETY BEAM + 43/4" CLEAR ABOVEBEAM + 2 LAYERS5/8" GYP BD )SEE STRUCTURAL6'-5 9/16" x 4'-3 9/16"8'-8" x 5'-9"TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH CBC SECTIONS 1009.8.1 AND 1009.8.2 SHALLBE PROVIDED92X4 WALL (1-1/2"x3-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X4FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)2X6 WALL (1-1/2"x5-1/2" METAL STUD AT TYPE 1A CONSTRUCTION, 2X6FIRE-RETARDANT TREATED WOOD STUD AT ALL OTHER LOCATIONS)15AD-0419AD-0413AD-04SAFETY CHAIN LINK FENCE AT PIT AND 6 FT ABOVE 1ST FLOOR10SCALE:11/4"=1'-0"ELEVATORS A1 AND A2 SECTIONAAA06-21-23