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Plans (26) BUP2020 -00208 REVISION KEN MCCRACKEN, ARCHITECT fir, „ .;OPY OFFICE COPY 38 D(ECU OPARK sun a 92614 TIG;ARD BUSINESS PARK - APPROVED IRVINE,0-705T TENANT IMPROVEMENT 13 vp a(q a o - oo ao !8 jfied�ngp"ircco„ 9 \..,f 5 cly- 119529 T 1954s 11 956o T 1958 SW GARDEN PLACE INSEAL:FF UEDERMIW,PJ2CHffECT TIGARD , OR 97223 3 - 1 - aJ V KENNETH J. F M M S, WA RA�t, A (l,,,jice� 0 e p 559��\ CLIENT CHANGES ® 1 /25/2021 08/26/2020 KJM/2655 MTION 0 CONSULTANT: p DIAMETER RE: REFERENCE I. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR PROPERTY INFORMATION: PROPERTY OWNER- OWNER MECHANICAL/PLUMBING I�E'VISION ® AT -G-- REAR. REFRIGERATED BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. SHEET SHEET NAME Q Q Q L Q keCE�VED PARCEL ID: R1276327 BKM Pacific South TRS 224, LLC BKM Pacific South TRS 224, LLC PSEI ENGENEERING E CENTER LINE GA GAUGE REINA. REINFORCED 1 2 # POUND or NUMBER GALV. GALVANIZED REQ'D. REQUIRED ZONING: GG (GENERAL COMMERICAL) 1701 QUAIL STREET, SUITE 100 1701 QUAIL STREET, SUITE 100 2410 W. ROYAL PALM RD., SUITE A 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND NEWPORT BEACH, CA. 92660 A- G.C. GENERAL RM. ROOM EQUIPMENT,AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER LAND USE: OFFICE CONTACT: C.E. KAISER NEWPORT BEACH, CA. 92660 PHOENIX, CT 85021 ARCHITECTURAL FEB 11 2021 AB. ANCHOR BOLT CONTRACTOR R.O. ROUGH OPENING EXECUTION OF THE WORK. EMAIL: cekaiser®bkmm mt.com CONTACT: C.E. KAISER CONTACT: HECTOR -0300 A00DO COVER SHEET A/C AIR CONDITIONING G.I. GALVANIZED IRON R.O.W. RIGHT OF WAY 9 PHONE: 949.301.9241 PHONE: hma 28 aseie x707 CITY OF TIGARD Ph: (949) 301-9241 EMAIL: cekaiser®bkmmgmt.com EMAIL magas®aseiengineering.com A00.05 GENERAL NOTES AC. ASPHALTIC CONCRETE GND. GROUND RCP REFLECTED CEILING 3. AN GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL THOROUGHLY BUILQING DIVISION A.C.T. ACOUSTICAL CEILING GR. GRADE PIAN FAMILIARIZE THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE AOO.I Oa EGRESS PIAN &EXIT CALCULATIONS TILE GYP. BD. GYPSUM BOARD -S- EXISTING SITE AND CONDITIONS PRIOR TO SUBMITTING A BID.ALL SUBCONTRACTORS ELECTRICAL ADO.I Ob EGRESS PLAIN&EXIT CALCULATIONS A.F.F. ABOVE FINISH FLOOR -H- S.C. SOLID CORE SHALL PROVIDE ALL LABOR, SUPERVISION,AND MATERIALS OF EVERY TYPE WHICH MAY BE KEN MCCRACKEN ARCHITECT ASEI ENGINEERING A00.1 I ACCESSIBILITY DETAILS A F.G. ABOVE FINISH GRADE H.B. HOSE BIBB SCHED. SCHEDULE NECESSARY FOR A SUCCESSFUL COMPLETION OF ALL WORK TO BE PERFORMED INA 2410 W. ROYAL PALM RD., SUITE A I ='r ALT. ALTERNATE H.C. HOLLOW CORE SECT. SECTION 38 IXECUTME PARK SUITE 310 A00.12 ACCESSIBILITY DETAILS AS.. AMERICAN SOCIETY HDR. HEADER SHT. SHEET GOOD AND WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING IRVINE, CA 92614 PHOENIX, AZ 85021 ADO,13 ACCESSIBILITY DETAILS a // `r 1 OF DRAWINGS AND SPECIFICATIONS. [THE PROJECT WILL 7BE A VANILLA SHELL OF A PORTION OF AN EXISTING 46,550 S.F. BUILDING.THE CONTACT:JONATHAN NOLLOLAFOR HDW. HARDWARE SIM. SIMILARCONTACT:VANDANA KELKAR TESTING & MATERIALS HR. HOURSPEC. SPECIFICATION AREA OF REMODEL WILL BE 29,543 S.F.THE EXISTING BUILDING EXTERIOR WILL REMAIN INTACT PHONE: 714.659.6739 PHONE: 602.287.0300 x718 4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF WITH NO ADDED SQUARE FOOTAGE.THE REMODELED INTERIOR SPACE WILL BE SUB-DMDED INTO EMAIL: vkelkar®pmdginc.com EMAIL jnollola®aseiengineedng.com A01.10 SITE PLAN (FOR REFERENCE ONLY) -B- HT. HEIGHT SQ. SQUARE AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, (4) NEW SPACES FOR FUTURE TENAIJTIS).THERE IS NO SITE WORK PROPOSED. A02.00 PARTIAL DEMOLITION FLOOR PLAN BLDG. BUILDING H.M. HOLLOW METAL S.S. STAINLESS STEEL SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION A02.01 PARTIAL DEMOLITION FLOOR PLAN BOT. BOTTOM HOR. HORIZONTAL ST. STEEL WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, SCOPE OF WORK OUTLINE, INCLUDES BUT NOT LIMITED TO : F B.O. BOTTOM OF HTG. HEATING STD. STANDARD A02.10 PARTIAL FLOOR PLAN 40 � SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS DESIGN+BUILD Z B.O.A. BACK OF HOUSE HVAC HEATING VENTILATION STOR. STORAGE SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN DEMOU11ON INTERIOR WORK A02.1 I PARTIAL FLOOR PLAN 0 Uj -C- &AIR CONDITIONING STRUCT. STRUCTURAL DEMOUSH E OFFICE WALLS AND DOORS FOR NEW OFFICE LAYOUT AS REQUIRED 1001 SE WATER AVE., SUITE 261 ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. ( ) A02.20 PARTIAL REFLECTED CEILING PLAN C.B. CATCH BASIN H.W. HOT WATER S.O.V. SHUT OFF VALVE REMOVE (E) FLOOR FINISHES PORTLAND, OR 97214 A02.21 PARTIAL REFLECTED CEILING PLAN 0 W > CJ. CONTROLJOINT -I- SUSP. SUSPENDED REMOVE (E) CEILING TILES AND GRID AS REQUIRED CONTACT: DON SNAIR 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL Z CL& CEILING I.E. INVERT ELEVATION -T- REMOVE (E) LIGHTING A02.22 CEILING DETAILS CUR. CLEAR INSUL. INSULATION T. TREAD TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. ( ) PHONE: 503 5601}206 0 Z m REMOVE E HVAC DUCTWORK ( � A02.30 FINISH PLAN-SUITE 100 C.M.U. CONCRETE MASONRY INT. INTERIOR TEL TELEPHONE SAWCUT(N) ROUGH OPENINGS AT(E) EXTERIOR CONCRETE WALL FOR IN) DOOR(S) EMAIL: don®db-workspace.com AD2.3 T FINISH PLAN-SUITE 101 0 ■ a f 6. RIS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING MEG O UNIT L- TEMP. TEMPERATURE A02.32 FINISH PLAN-SUITE 102 C10 CLEANOUT LAM. LAMINATED T&G TONGUE &GROOVE OF ANY CONFLICTS, ERRORS,AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR BLDG INTERIOR WORK COL. COLUMN LAV. LAVATORY T.O. TOP G HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT NEW INTERIOR DEMISING WALLS) A02.33 FINISH PLAN-SUITE 103 COMM. COMMUNICATION LBS. POUNDS TAP, TOP OF WILL ISSUE A WRITTEN RESPONSE. NEW INTERIOR NON-BLARING PARTITION WALLS FOR OFFICES A02.34 FINISH SCHEDULE • NEW FINISHES CONC. CONCRETE L.L. LANDLORD -U- 7. GENERAL CONTRACTOR SHALLAMEND AND MAKE GOOD AT HIS OWN COST ANY NEW CEILING COM. CONTINUOUS -M- U..N. UNLESS OTHERWISE DEFECTS OR OTHER FAULTS IN HIS SUBCONTRACTOR WORKMANSHIP AND/OR SUPPLIED NEW LIGHTING A03.00 ENLARGED RESTROOM PLANS&DETAILS 0 COMB, CONTRACTOR MAX. MAXIMUM NOTED MATERIALS NEW HVAC DUCTWORK C.W. COLD WATER MDF. MEDIUM DENSITY U.L. UNDERWRITERS NEW ELECTRICAL PANELS A05.00 INTERIOR ELEVATIONS -D_ FIBERBOARD LABORATORY 8, EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS � �401C��� J A05.01 INTERIOR ELEVATIONS DEPT. DEPARTMENT MECH. MECHANICAL -V- AND VERIFICATIONS AS HE DEEMS NECESSARYAND FAMILIARIZE HIMSELF WITH THE °� DTL. DETAIL MTL METS VERT. VERTICAL LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE A07.00 WAIN /PAIRIITION DETAILS C0 D.F. DRINKING FOUNTAIN MFR. MANUFACTURER V.C.T. VINYL COMPOSITE TILE RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL.RESULTING FROM HIS FAILURE BUILDING DEPARTMENT: FIRE DEPARTMENT: L n DIA. DIAMETER M.H. MAN HOLE V.T.R. VENT THROUGH - DIM. DIMENSION MIN. MINIMUM ROOF TO DO SO. CITY OF TIGARD TLWATIN VALLEY FIRE&RESCUE A08.00 DOOR&WINDOW SCHEDULES DN. DOWN MISC. MISCELLANEOUS V.I.F. VERIFY IN FIELD 9. BID SHAW-INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTRACT 13125 S V HALL BLVD. 11945 SW 70th AVENUE D.S. DOWN SPOUT MTD. MOUNTED -W- DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL, PRODUCT, ETC. IS NOT ACCEPTABLE TIGARD, OR 97223 TIGARD, OR 9722310 DWG. DRAWING M.O. MASONRY OPENING W/ WITH WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID PHONE: 1503) 718-2439 PHONE: (503) 649-8577 STRCUTURAL -E- MUL. MULLION W.C. WATER CLOSET DISQUALIFICATION. SNI STRUCTURAL NOTES&SPECS rn -10 (E) EXISTING N- WD. .H WOOD BUILDINGCODE L.n EA EACH (N) NEW W.H. WATER HEATER SI.O FLOOR PLAN o EIFS EXTERIOR INSULA2014 OREGON STRUCTURAL SPECIALTY CODETION N.I.C. NOT IN CONTRACT W/O WITHOUT SDI STRUCTURAL DETAILS o FINISH SYSTEM NO. NUMBER W.W.F. WELDED WIRE FABRIC 2018 INTERNATIONAL BUILDING CODE (IBC) ELEC. ELECTRICAL N.R. NON RATED Z017NATIONAL ELECTRICAL CODE (NEC) ?�` !;al38ai�I+ S,1.. `� SF � "P1� 111IT ENCL ENCLOSURE N.T.S. NOT TO SCALE 2018 UNIFORM MECHANICAL CODE (UMC) El EXPANSION JOINT -0- 2018 UNIFORM PLUMBING CODE (UPC) on LU o EQ. EQUAL O.C. ON CENTER 2019 OREGON FIRE CODE (OFC) M0.1 MECHANICAL SPECS, SYMBOLS&SHEET INDEX EQUIP. EQUIPMENT O.D. OUTSIDE DIMENSION M1.) MECHANICAL PLAN-TENANTI EXIST. EXISTING OPP. OPPOSITE M 1.2 MECHANICAL PLAN-TENANT EXT. EXTERIOR 2 &3 a- F_ P.L. PROPERTY UNE M 1.3 MECHANICAL PLAN-TENANT 4 M2.1 MECHANICAL SCHEDULES, CALCS&DETAILS F.D. FLOOR DRAIN PLBG. PLUMBING F.F. FINISH FLOOR PLM/D. PLYWOOD N FIN. FINISH P.O.C. POINT OF CURVATURE SITE ADDRESS 1 1950 SW GARDEN PLACE PLUMBING - *UNDER SEPARATE PERMIT Ln FLUOR. FLUORESCENT P.S.I. POUNDS PER SQUARE F.O. FACE OF INCH TIGARD, CA 97223 F.R.F. FIBERGLASS P.T. PRESSURE TREATED A'N: R1276327 P0.1 PLUMBING SPEC -TENANTP1.1 PLUMBING PLAN SYMBOLS&SHEET INDEX _ REINFORCED PANEL -R- SITE AREA 140,699 SF (3.23 ACRES) P1.2 PLUMBING PLAN-TENANT 2 &3 F.S. FLOOR SINK R. RISER FT. FOOT/FEET (R) RELOCATED BUILDING SUMMARY P2.1 PLUMBING SCHEDULES, CALCS, DETAILS&SCHEMATICS REV DATE DESCRIPTION FTG. FOOTING RAD. RADIUS FURR. FURRING R.D. ROOF DRAIN JURISDICTION: CITY OF TIGARD OCCUPANCY: B ELECTRICAL - *UNDER SEPARATE PERMIT ' ""7L0 °8"O USE: OFFICE e 01/25/2) QMOWM CONSTRUCTION TYPE: V-B (EXISTING) E0.I GENERAL NOTES/LEGENDS/SHEET INDEX FIRE SPRINKLERS: YES (EXISTING) E0.2 SPECIFICATIONS EO.3 SPECIFICATIONS PLAN DETAIL REFERENCE - X DOOR NUMBER ALLOWABLE NUMBER OF STORIES: 2 PER TABLE 504.4 E1.1 LIGHTING PLAN-TENANT 1 SHEEP NUMBER ALLOWABLE BUILDING HEIGHT: 4XP-0O" PER TABLE 504.3 C a E1.2 LIGHTING PLAN-TENANT 2 &3 THIS SIGNIFIES DETAIL - WINDOW TYPE O ALLOWABLE ARE& 36,000 S.F. PER TABLE 506.2 E1.3 UGHTING PIAN-TENANT 4 IS ON SAME SHEET - (E) NUMBER OF STORIES: I E2.1 POWER PLAN-TENANT I ELEVATION REFERENCE WALL TYPE O (E) BUILDING HEIGHT: 20'-0" (NO HEIGHT CHANGE) E2.2 POWER PLAN-TENANT 2 &3 _ _ O (E) BUILDING AREA: 46,550 S.F. IAO NEW BUILDING AREA) E2.3 POWER PLAN-TENANT 4 SHEET NUMBER X KEYNOTE x 0 Ell ONE LINE DIAGRAM/ENGINEERING CALCULATIONS PARKING ANALYSIS: NOT IN SCOPE OF WORK rtioce F3.2 PANEL SCHEDULES SUB ELEVATION LETTER A EXIT ANALYSIS: REFER TO EGRESS PLAN ON SHEETA00.10VILLA (�J EQUIPMENT GW-OUT O PR5a1ECT SITE E4.1 IECC COM CHECK REPORT O ELEVATION REFERENCE D X B N SHEET NUMBER -- X REVISION NUMBER DRAWN BY: MP N C ROOM NAME ROOM LABELCHECKE- PLAN DETAIL REFERENCE X ^ ^ ROOM NUMBER 101 - MARCHBY: VK D PROJECT NO.: CD SHEET NUMBER 1 1. FIRE ALARM (� REQUIRED) t�a�de= BKM20004 - r COLUMN GRID LINE NUMBER �( 21 � L7s°n �rowmr LV ■SHEET NAME: SECTION REFERENCE- � J � U SHEET NUMBER - X FINISH CALLOUT XX - v Z DEZAILSECTIONREFERENCE - X COVER SHEET = SHEET NUMBER- -y CEILING HEIGHT Flonland Oreo v CEILING FINISH CALLOUT - XX EI SHEET NUMBER: + Z ELEVATION HEIGHT 0'-0'AF.F. - ELEVATION LOCATION - - LLI _ Q J LAYOUT STARTPOINT Co .ie NORTH Ate' �: _ ___ ® KEYNOTE DESCRIPTION KEN McCRACKEN, 3 3 3 I. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT hAo I dVbeC%n• gan Managanex•Pertimrg 2. IE) DOOR TO REMAIN. INSPECT, PATCH &REPAIR TO ASSURE IN GOOD WORKING ORDER - _ n 38 EXECUTIVE PARK d r-r-r-i-�L - -7- 3. E STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. I ) SUITE 310 7--1-7 1 -r-r-F_�(� - I- -7-I+-t-T 1 j j 4. (E) ELECTRICAL ROOM TO REMAIN. IRVINE, CA 92614 0� i I I I I 15 I I I II I I I I 11 15 Contactf Uem le edian 14 I I I I I I I SII I I I I j 5. (E) COLUMN TO REMAIN. PROTECT-INPLACE. GC TO INSPECT GYP. BD. FINISH; PATCH, REPAIR, 1 914347051 I_-I-_I _J_1_111_ _L_I 1 �- _ PAINT AS NECESSARY. jkdffnn 4p rKWX.Com II I I I II 6. (E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS AS NEEDED TO RECENENEW PAINT I I 1 I I I I I hl I I I I I I 7. REMOVE EXISTING FLOORING IN THEIR ENTRY INCLUDING BUT NOT LIMITED TO TILE,VCT, ETC. DOWN TO EXISTING CONCRETE SLAB-FILL-IN CRACKS, PITTING, ETC.AS REQUIRED-CLEAN& PREPARE SLABAS REQUIRED PER NEW FINISH&MANUFACTURING REQUIREMENT. JEFF UEDERM'W,ARCHITECT 15 I I �Np Iff I I I 8. REMOVE ALL INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES,ANCHORS, BLOCKING, M SEAL: I I I I ��y 1 II BRACING, ETC.-GENERAL CONTRACTOR SHALL VERIFY AND LOCATE ALL STRUCTURAL WALLS - - -t- 44-4-4 INCLUDING BEARING WALS, SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL 11 1 I 1 I I I I I - -l--I--I- --I--1 �. I I I I I LIQ-�� NOTE 13. �EDARol I I I I I I I I I I I I I I I I I I I I I I I I I -I _ I I _ I I I I I I I I I I I I I I I I I I I II I ,�/ 6 7 T_ _r_r_ _,_ _ _ 2 _ __I_,_ _t_ I a 9. REMOVE EXISTING SUSPENDED CEILING ASSEMBLY INCLUDING LIGHT FIXTURES, DIFFUSERS, <� KENNETH J.'J/F I I I 1 _ _ __ DUCTS, METAL SUSPENSION,TILES, ETC.AND EXPOSE STRUCTURAL SYSTEM. 16 _ I_ TI 7 _I__I_ _ _ __ 10. COMPLETELY REMOVE ALL LIGHT FIXTURES. CUT AND CAP POWER AND CONDUITS TO PANEL : M RAC KE l I I L I J J 9 II A TYP. 2 I I I I I I I I I I I I I I I I I II Li J AM S, WA 10 License#5599 12 L_L_L_I_J_ I_ I _ II 11. COMPLETELY DEMOLISH AND REMOVE AL HARD UD GYP. BD. CEILINGS AND ASSOCIATED f� ELECTRICAL RM, I I I I I I I I I I I I I II FRAMING.TYP. 19 ° I I I I I I I 1 I II 12. REMOVE AL IE) EIEC. SUIT PANELS. CUT&CAP POWER AND CONDUITS TO MAIN PANEL GC 9T� OF I I I I 1 1 1 I I I II ---___ TO ENSURE REMOVAL OF SUB-PANELS DOESN'T INTERFERE W/INFRASTRUCTURE LEADING TO 4 -J--�--1- -�- - -F-- - -�-�- -} }- -1--4- -1-� [__------__3 10 Q I I I I L I I 5 I I I I I I I II ELECTRICAL ROOM. 0812612020 1 1 1 1 1 1 1 1 I I I I II 20 2 1 I I 1 1 1 1 I I I I II 113. COMPLETELY DEMOLISH &REMOVE (E) RESTROOMS. PLUMBING FIXTURES TO BE COMPLETELY KJM/2655 r-I- I-1- 1--t-t-t-t-t-! r- -1-1- -4- 4 REMOVED. CUT&CAP IE) PLUMBING LINES BELOW SLAB. G.C.TO SALVAGE&REUSE(E) I I I I I I I I I I I I I I I I I 1 I FDKTURES WITH APPROVAL BY OWNER. ■CONSULTANT: T --r- -r 1 1 6 1 1 1 1 1 I I 1 1 1 1 I I I + I I I I I I 1 I I I I I II��II I II��1I I I 11 14. COMPLETELY REMOVE IE)STOREFRONT ASSEMBLY AND SAW CUT(E)CONC.WALL ABOVE I-I-1--I T-T-r-r-I-I---1-1-Z- -tl 3 STOREFRONT TO CREATE 19-0'W x 10'-0'H OPENING. PREP OPENING TO RECEIVE IN) ROLLrUP I I I l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l t l II DOOR. 1 1 1 1 I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 15 I I 1 -7-7-T- 1 _ 1 _ 1 _ 1 _ _L_I _ I_ I I _ I _ I I I _I__I I_ _ I I _ I I II 15. FURRED WALL AT PERIMETER OF EXTERIOR WALL TO REMAIN. INSPECT, PATCH, REPAIR FINISH AS r r I 7 I I I -1 T T-r- I I I ,l 6 ___1_J_�_L-�- --- -----LLJ_114-q- _L_L_1__ll Y1��1y��-�_ 'I CAREFULLY I I I I 1 I I _ I _ III _I__I_ I I I I I I ° 7 I I6. CAREFULLY REMOVE (E)HERCULITE GLASS WALL SYSTEM AND SAFELY STORE FOR REUSE IN T.I. I I 1 1 1 1 1 1 I I I I I I I 111 V I I I I ¶ 8 I I I I I I I I I I I I III I I I I I I I II 9 17. COMPLETELY REMOVE IE) PLUMBING FDQURE. CUT&CAP JE) PLUMBING LINES BELOW SLAB. 10 G.C.TO SALVAGE&REUSE(E) FD(TURES WITH APPROVAL BY OWNER. - -L-I--I- --J--4-+-�--1-- -t- - -S-r-r=mi=l= I t I I I III I I I I I I I T I I I I I A X I I i I I II 1 1 18. REMOVE (2) BAYS OF STOREFRONT AND PREP OPENING FOR(N)STOREFRONT DOOR. I I I I I 11 I I I I I I I ������FFFF iIII I I r�� II ii I 11 II 12 I I I II 1 1 I I I I III I I I I I I I III II 1 19. (E)GAS METERS TO REMAIN. PROTECTAN-PLACE. - - -I--I- - -t-+-+-�- -14J-�- -�-+- -t -r-1--t-1-�FT�-+-+-t-r-r-I--I- -�-�-I -� 15 I I I I I 11 I I I I I I I I I I I I I I I I I I I T i l 20. E ROLWP DOOR TO REMAIN. GC TO INSPECT IF IN GOOD WORKING AND COSMETIC I I I I I I I III I I I I I III I I I I I I I I I I I I CONDITION. I I I I I I 111 I I I I II 1_L_L_L_I__I_J-J_1_1_J�I _ II 23 --- 2 - -I--I--r -�-T-7- -r-r-Alf-1--�- -+-t- -r-I-- -�-Z it I I I I I I I I I P I I I I I I I I I III I I I I I I I I I I I I I I II 21. NOT USED. I I I I I I I I I I � 1 Ill I I I I I I I I I I I III I I I I I I1 I II I I I I I I I I I I I L 11 I I I I I I I I I I _I__ I III I I �_I I _ _ I _I I I II 22. NOT USED. - -r-r-I- -7-T-T- -T--I -I�-1-1-7-7-T-T-EbCI N61 I I 71T I -T I I I I I I I _T 1 -� Z I I I I I I I 1 11 I I I I I I1 ILD*w I I I I III I I I I I I I I I I 11 11 3 23. LOCATION OF IN) DEMISING WALL. REFER TO A02.10. I I I I I X11 1 I I I I I I I I I III I I I I I I I I I I 1 1��16 W ' _ I _1_1_1_L L_L_ _�_ I_ I _ I _ _ I L-L_I_J_J_1111_J_L_L_L_L_1__I_J_J_1_6-11 24. REMOVE&REL.00ATEIE) PENDANT LIGHT FD( URESATIN) BREAKROOM. r l 1 t�i T I I I I I I I I I I I I I rl+-�I I I I I 1 I I I I III I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I L I I ' 1 1 1 ' ' I F-- -�-J- -1-1- -�---' - �_�ii _ i_ -�-i--IGT I- i-i1-L_J a Q IIT 1 I I I I I I I 111 I I I I I I I I I I I 1 1 fl I I I 1 111 111 I I I I I I I I I I 111 I I I I I I I I I I 1 A II KEYNOTES ® 9pa®N Z I I I I 1 2 ■ OU 1 1-J--4-+-4-;--}-+--N-I-- --I--+I-r+-+-+-+--F-F--I--I- - - 1 I I I I I 1 I� I I I I I I I I I I I I I I I I I I I I I I I I 1 y 1. ALL SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF OWN DEBFdS. 2. GENERAL CONTRACTOR SFWJ MAKE NECFSSARI'ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR I I I 1 1 1 1 1 9I I I I I 1 1 1 1 1 111 l l l l l l l l l i n I II 10 I -IL, -I---I- -+-+- -r-1--1--1--1-7I+-T- -r-r- --1--1 -1+-+-�I ALL REUSABLEMATERIAS. I I I I 12 I III I I I I 1 I I I I III I I I I I 11 1 16 3. 'AS-BUILT' DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. I I I I I I 11 I I I I I I 1 I I I I I '�\\\�y��� I I I DISCREPANCY BETWEEN ACTUAL BUILDOUT AND DEMOLITION PLANS MAY EXIST. I I I I I I L 11 I I I I I 1 I I I I I I I I I I I I - I II - - - -r-r-I- -rt-7-T- -IL+1-�- -7-T- ----- -1-71t7-�-r-r- --I_,_ It-t-11 CONTRACTOR TO FIELD VERIFY. N O T A PA RT I I I I I I I u_ I I I I I I I I I I I III I I I I I I I I 1 I 1 11 1 II 3 4. GENERAL CONTRACTOR ALONG WITH SUKONTMAC 0RS&EQUIPMENT VENDORS SHAIJ VISIT THE PROJECT SITE TO EVALUATE ALL ELECTRKAL.MECHANICAL,&PLUMBING SERVING DETING CAR WASH 1_ L 11L 1__I 1 I 1 1 I I L_I__ _J_111 l l l_L_L_L_I_J_J_J_1_1 I I II EQUIPMENT TO DETERMINE WHAT CAN BE REUSED. Co -1-I-j-T-T-�-j-I I I I IIT I I I I 1 1 IT-T-11 S. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE -- L(1 r-r-mTO DEMOLITION INDICATED ON THIS PIAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DLSCREPANEY IS L-1--1- - -1-1- -I �-I--1-j- - J--J- -1 -1--I- 1-J-� 11- 111 - -111- -J-II I -1- 111 FOUND. I I I I I I I I I I I I I I I I 1 I II7 X11 I, I I I III I I I I I I I I I I I I I l l i 1 I I I I I I I I I III I III III I I I I II I� 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO ,- I I I I I I I I I I I I I I -1 -I I I I III 11 II -1 11-�- I 1 - I II I I I AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE F- I--I- - - IT+- -�1}- I� ���yyy -I-I I 11 1-111 I 15 CONDITIONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECTEDLY Lu _1 _1Lr1_l_ IL_L_'_LJ1J_J_��Tt_1_1_ I DURING DEMOLITION,THE GENERA-CONTFAL70RSHNISTOPWORKIMMEDIATELY - - AND FY THE ARCHI CT AT III �� oil �� ILII WHERE IUMBIN , MEC MECHANICAL RE. :Z::112 �__�I��__ --�_=1�Jj I � 7. WHERE PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS/fTEMS ARE SPECIFIED TO BE © ^ =23:)-z23 I REMOVED,THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEALED/CAPPED TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY ' DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. CL 114 ti 0 8. WHERE EXISTING WALLS, CASEWORK, FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, LU o ,o C NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH I I I "-' MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, LA 1 I I I CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BE REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS 5 i i DEMOLITION. F N TYP. 1 I I 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF i I EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL 7 16 I �I SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILLAT AREAS OF SAWCUT IS TO 1 8 I L J 1 BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW o ^ I 9 L--___________I 7 CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS -___ _____ h 10 I I 1 8 PER 1000 SO. FT.WITHIN 30 DAYS OF POUR. Li 9 I I Z4 10 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE REV DATE DESCRIPTION DEMOLITION PROCESS SFWJ BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR 6 I I 10 1 I 1 14 w NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/FLOATED FOR 092420 MVi/C�JCYA BAfP1 _ I I 24 v O SMOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SURABLE FOR FUTURE 11/1720 QEWQ*M 1 G APPLICATION OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB 8 a25rz1 aart°wrs w TO BE A MIN. OF 4'THICK AND SUITABLE FOR INSTALLATION OF BOTH CARPET AND I I j I 0 TILE.ILE., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS PER 1000 SQ. FT.) WITHIN 30 DAYS OF POUR. 18 I __ ____ _ , - I' 11. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE I -�I f-� r -� -1�1 I 1 I PLANTINGS TO AVAILABLE GROUND LOCA-TO THE AREA OF WORK MUST BE MADE. ANY ® vl \� j 1 j I E3(ISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY Co EXISTINGI I al I 1 15 OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOLITION TO E�RM. U =J 1� c- I I ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION L___ I 1 ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. ---- 3 - 3 13 - r-- i 13 I 1 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY --- - --- -- ----------- ---T.8_ --- 6 AOR L 1 1 SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, s--- ---� I I DEMO STOREFRONT JANITOR � 1 1 � 1 � 1 THIS SHEET. I 3 13. VERIFY STRUCTURE&LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE N 2 L I r -I 16 1 SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING _ C) SEE_1 A 02.01 _____I� ____ I i STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT N / - - - - - - - - _ _ _ _ _ _ _ _ �� _ - - SEE 1 /A02.01 IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME L0 M A TC H LI N f - --1 �r-- M A TC H LI N E Q OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. DRAWN BY: MP N I I b /,ol (01 11(�I 11 PU -- 1 1 CHECKED BY: VK O II I �R I IA�. NOTES DEMOLITIONMARCH. PROJECT NO.: C 11 1 i' BKM20004 F II 1 1� -L-------- J I L 1 1 KEY DESCRIPTION w I II ■SHEET NAME: Uf (E)WALL CONSTRUCTION TO REMAIN z PARTIAL DEMO Q _ _ -- (E) CONSTRUCTION TO BE DEMOLISHED `* _ __ __====�J I I 2 & - FLOOR PLAN �\ i l 14 ivU IE--==� (E) STOREFRONT WINDOW TO BE REMOVED Z NORTH ■SHEET NUMBER: SYMBOLS LEGEND PARTIAL FLOOR PN 0 ® KEYNOTE DESCRIPTION: KEN McCRACKEN, • WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 1. (E) EXTERIOR WAL; INSPECT, PATCH, REPAIR&PAINT (E) INTERIOR WALL FINISHES. ARCHITECT BEFORE OR AFTER BUSINESS HOURS. rNd,i Kt--Rrog Meregema¢ Mttv" • TELEPHONE/DATA CABLING TO BE INSTALLED BY TENANTS REP.ALL PHONE/DATA CABLING 2. (E) CONCRETE SLAB TO REMAIN. PATCH/REPAIR AS NEEDED AND PREP TO RECEIVE NEW TO BE INSTALLED AND TIED INDEPENDENTLY PER CODE,TO STRUCTURE ABOVE. FINISHES. "FUTURE LEASABLE AREA"CONC. FLOOR: LIGHT GRIND TO REMOVE FLOORING 38 EXECUTIVE PARK • ADJUST UTILITY METER AS REQUIRED BY NEW SUITE DEMISING. I I ADHESIVE&OTHER MINOR IMPERFECTIONS. SUITE 310 • EXISTING HVAC/MECHANICAL TO REMAIN.AIR BALANCE NEWLY DEMISED SUITES. 20 20 17 - 20 - - - - - - - IRVINE, CA 92614 • CONTRACTOR TO PROVIDE SCHEDULE WITH BID. 7.00 3. IN) ELECTRICAL PANEL. REFER TO ELEC. DWG'S. carom,Jeff liedem an • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONUDATA OUTLETS. 32'-4 1949)430-7051 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMO'D OUTLET ;�O ( 1 TYR 1 4. REMOVE EXCESS DUCTWORK AND MECHANICAL SYSTEMS USED BY PREVIOUS TENANT. fief �zinc m� LOCATIONS. AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY BALANCE NEW SPACE(S)AS APPLICABLE. CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. ZS 15 • FURNITURE,WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. PLAN IS BREAK 3A 5. IN) HM DOOR&FRAME. PANT DOOR&FRAME PER FINISH SCHEDULE A02.31. REFERENCE ONLY. TENANT TO PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS AND I \ AREA ELECTRICAL REQUIRMENTS. ` / Z2 - IA 17 7 (CONFERENCE 1 1 6. IN) ROLL UP METAL DOOR W/WEATHER STRIP. REFER TO DOOR SCHEDULE A08.00. • PROVIDE NEW BLDG. STD. CARPET, RUBBER BASE AND PAINT THROUGHOUT, U.O.N. REFER 33 / ry 14 ROOM _ 20 JEFF UEDERMAN,ARCHITECT TO FINISH SCHEDUL1 i I E. ��� � / - _ I^ 7. IN) 6" FULL4HT PARTITION W/5/8"GYP. BD. FINISH. SEAL:ONMINIMMMffAIREMNIVANUANABO • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL / 7 3A SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. A0700 � - 8. IN) FULL-HT 1-HR RATED DEMISING WALL • WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER BEADS AND OTHER ACCESSORIES,ALIGN FACE OF PARTITIONS, TAPE &SAND SMOOTH FOR 107 ( 1 1 9. IN) 8-0 H S.C.WOOD DOOR W/MTL FRAME &HARDWARE. ��j� ��� NEW FINISH. 1 1'-6' - - -_ KENNETH J. • AL EXISTING EXTERIOR DOOR& FRAME ASSEMBLY TO REMAIN, LION. PATCH &REPAIR AS 10. (N) INTERIOR SIDELITE WINDOW. 3"-0"x 6'1�' DRYWALL WRAPPED OPENING SET IN M RACKE REQUIRED. • ALL EXISTING EXTERIOR WINDOW&FRAME ASSEMBLY TO REMAIN, LION. PATCH & REPAIR AS OFFICE 1 1'� 12' U"{HANNEL(ALIGNED WITH TOP OF DOOR FRAME). • - REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. 1 m 31 AM S, WA • GYP. BD. INSTALLED WITHIN THE BUILDING SHALL MATCH EXISTING. 22 e' 9 3n 20 1 1. PROVIDE IN) BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, �� TLicense#5599 • REPLACE ALL(E) ELECTRICAL WALL DEVICES WITH WHITE DECORA 7 T'tP U.N.O. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. • EACH NEW SUITE TO HAVE INDEPENDENT ELECTRICAL& MECHANICAL SERVICE, REFER TO 30 OF Q MEP PLANS. 103 27 12. PROVIDE FIRE EXTINGUISHERIS)-WALL-MOUNTED AT"FUTURE LEASABLE AREA"; • PROVIDE NEWWALL MOUNT FIRE EXTINGUISHERS AS REQUIRED BY CODE, KIDDE- RECEPTION SEMI-RECESSED AT OFFICES. MOUNT SO THAT HANDLE LADLE OF EXTINGUISHER IS 46"TO 48"AFF 0812612020 #21005779, 2A 10B; C O OFFICE 1 11952 OR PER FIRE DEPT. REQUREMENTS. • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA 110 [OFFICE 1 100 KJM/265.' WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. (E)ROOM•:" 14'-6" 13. G.C. TO PROVIDE GYP. BD. ON ALL(E) EXPOSED WALL SURFACES. EXTEND OFFICE FINISHES - 19 - TO 6"ABOVE IN) CEILING. ■CONSULTANT: 14. IN) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTALLED. 30 O O 107 12 115. IN) 34"H COFFEE BAR COUNTER W/CAESARSTONE COUNTERTOP, SINK&BUILT-IN BASE _� - F.E. CABINET. REFER TO PLUMBING DWG'S. G.C. TO PROVIDE MILLWORK FOR COUNTERS AND - --� I 31 20 SHELVES. REFER TO SHEET A03.00 FOR DETAILS. ' IA C CONFERENCE 18 16. COPY/WORK CENTER WITH BUILT-IN BASE CABINET&34"H COUNTERTOP. G.C.TO PROVIDE 1 N ROOM A07.00 MILLWORK FOR COUNTERS AND SHELVES. 22 17. IN) PLUMBING FIXTURES. PROVIDE INSTNHOTAT R.R LAV.AND COFFEE BAR SINK. 24 3 18. PROVIDE IN)VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELS ON WALLS TO EXTEND TO 60"A F.F. 20 _ 19. IE) HM DOOR&FRAME TO REMAIN. PAINT DOOR& FRAME. 'FUNRE LEASABLE 4 I TYP7 1AREA'F .0 102 7 20. (E) STOREFRONT TO REMAIN. 17 104 104 F.E. - 21. IN) BUNDS ATALL EXTERIOR WINDOWS AT OFFICE AREAS, TBD BY OWNER. W _ II I E TVP - m I 2 P18 UNSEX 7A RjL i 22. EXTEND IE) FURRED WALL AT EXTERIOR PERIMETER TO UNDERSIDE OF DECK AT WAREHOUSE. 13 cal- R _ MATCH EXISTING CONSTRUCTION AND INSULATION. MATCH EXISTING FINISH, Z Q 23. IE) COLUMN TO REMAIN, PROTECT-IN-PLACE. PAINT. Q a Qf 8'-0" 6-6" 24. (E) DEMISING WALL, INSPECT, PATCH &REPAIR AS REQUIRED. m O A03.00 32 F.E. TYR 25. IN) EXTERIOR WALL INFILL AT IN) OPENINGS.WALL TO MATCH IE) CONSTRUCTION AND FINISHES. 26. IN) STOREFRONT DOOR AND GLAZING. REFER TO DOOR SCHEDULE A08.00. L-1 14 27. (E) STOREFRONT DOOR TO REMAIN. REFER TO DOOR SCHEDULE A08.00. 1 L128. NOT USED. co N Ln n 29. IN) UNIT HEATER AT"FUTURE LEASABLE AREA"SPACE. REFER TO MECH. DWG'S. &STRUCT. N OTA-PARTDWG"S. 20 30. IE) INTERIOR PARTITION TO REMAIN. INSPECT, PATCH AND REPAIR AS REQUIRED. 24 31. RELOCATED (E) INTERIOR CURTAIN WALL Ln (� rn 2 32. IN)GYP. BD. SOFFIT. 10'-0" 10'x" 1(Ox-6" 10'6" F.E. 8 ) OL 33. IN) ROLL UP STOREFRONT SYSTEM. ) Ln CP1 LU OFFICE 25 O OFFICE U OFFICE U OFFICE OFFICE U ,4 0 v TYP9 103 103 103 103 7 'FUTURE LEASABLE Ln O 106 6 O O A 3,098 SF I 7 t 03A103 3A v) 24 TYP3A I 1 1 KEYNOTES REV DATE DESCRIPTION BE TYP 22 08n4120 NINLfGBJCY5U8�fPL 18 - WORK AREA IA F E aa 3 (E)WALL CONSTRUCTION TO REMAIN -8 i v»ao srtawxa 31 A07.00 16 COPIER/ KEY DESCRIPTION oirzsrzi aE4rOVAlG6 114 12' 107 12 - = __ - - - - - 16-0" 11 6 OFFICE 2 3 7 A 106 ^ _ _ _ - - _ _ IN) EXTERIOR WALL INFILL-TO MATCH (E) CONSTRUCTION. 2,478 SF ROOM 11 102 IN) INSULATED INTERIOR 1-HR RATED DEMISING WALL TO BOTTOM OF 3A 12 I I 2S STRUCTURE RECEPTION 3A21 - IN) INSULATED INTERIOR PARTITION CONSTRUCTION TO BOTTOM OF En ZCSI ^ STRUCTURE 24 7 E VESTI LE 3^ 1Ln n 7 3A O \ IN) INSULATED INTERIOR PARTITION CONSTRUCTION TO 6"ABOVE CEILING 21 / "' 30 104 104 NISIX 7 1 ® IN) SIDELIGHT WINDOW r OPEN OFFICE/ UNISEX SHOWROOM OD ELEC. R.R. 7A R.R. IA 22 5 OWINDOW SYMBOL-REFER TO SCHEDULE A08.00 C) 20 26 101 20 21 13 5' 17 3O O B O TYP ZO ® DOOR SYMBOL- REFER TO SCHEDULE A08.00 BREAK _ g DRAWN BY: MP N NEW 20 15 AREA 14 - 30 I X DETAIL INDICATOR r 0 _ SA 8 17 x CHECKED BY: VK O 8 yA UNISEX 5A - Sh A07.00 ARCH. PROJECT NO.: �■I (E) � ,n TYP WALL PARTITION INDICATOR 1 1954 O I \R R 04 104 LD >] REFER TO WA-L DETAVLS ON SHEET (n 1 _ ® _ _ _ _ _ _ _ BKM20004 w - ® F.E. FIRE EXTINGUISHER: --VSHEET NAN� � Ur 1 I -6" 8-6" - "FUTURE LEASABLE AREA%KIDDE 2A l OB:C; 5 LBS; MODEL#21005779 SEE_ 1 /A02.111 - - A03.00 VESTIBULE 102 -l Ern WITH WALL BRACKET 888-16591 13YAMEREX OR APPROVED EQUAL. Z _ _ _ _ _ _ _ SEE 1 /A02.11 OFFICES-GENERIC-KIDDE#468044 RECESSED WHITE STEEL FULL GLASS. FLOOR PLAN Q M A TCH LI N EE- i'r BREI►K I - M A TCH LI E 75' MAX. TRAVEL DISTANCE TO EXTINGUISHER (CFC 906)-FINAL = 20 ^ AREA 17 17IA , 22 APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR U LA0 ACCESSIBLE FLOOR CLEARANCES. ■SHEET NUMBER: z 0 p KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITEC ABOVE. 1 11 11�11 ,1� .�lf • DI SUITE 3 IRVINE, CA 92614 .. . %� III' © ��l11 , ,,, ■1� long ■ � . - SEE ELECTRICAL D�ACS. �.1n1111949)430-7051 4. IN) 5/8'GYP. BOARD CEILING ON METAL STUD FRAMING. j1edumw*prndg�x.com , IMMENEI■11■��■1 �■■■■■� , IIIII►1�1IY1►1.1�■11111I111e: .■1► POSSIBLE, OOF DECK THROUGHOUT. A , KENNETH J. 11. IE) E)(rERIOR WALL PACK SEE ELECTRICAL DWGS. 12. OUTLINE OF RrU AND DUCT DROPS SEE MECHANICAL WA ' ' 111 '© 111►11►111E � � 13. . . ,Nn , - 9: ■ Co, m 1■■ ■ 1►X111►=�i1� . . . .. OF 0812612020 ._ 0 • . YII11111 �I11��1■_ I . ;11,�11 111►111111 o • 1111!11 111!!lilll © :. 11111111►11►11►111- ._,, 1000, :o- 01111 © r, I■ 111111►11� RCP KEYNOTES m e cazu co Ln ICY- A I� I I r= v= �4 ,_ _ _ 11 LU 0 .■.1.■■1ti_„ ■. .■. ■■■■■■IRME■■■■II■■■■■I o o ■/ ■■/ �'i■I ■I --- • ■■t l '© ■�M■_�4111111 ' ' �� _$ ■■�`r■m■■■■■m■■1 I� .1 �■ Ln ■� ■■/ �■� ■i ■rffl mw� 1 KEY DESCRIPTION mm-• 1111■■ ■■wmao IN)ACT GRID CEILING GRID:ARMSTRONG 15/16'PRELUDE; DESCRIPTION mpppp� mppp� mppp� mommommorm IN)ACT TILE:ARMSTRONG 2x4 "DUNE"SECOND LOOK-2712 (ACT-3) REFER TO CEILING DETAILS SHEET A02.22 1111111-00 mrw INSE MM MEM, cm r! ■ � IN)GYP. BD. CEIIJNG, PAINTED I �I �� ■�■Is1��71EEMIM s■�■�Ir�■■ o warm 1111■■ ■■■■ 1 O I © L_I LED LIGHT FVTURE'T ••AZ FLAT PANEL • 1— I■gym■■ TYR - - . . -- -■r��■■■�■i■1 - _ PHILLIPS LINEAR FLUXSTREAM o ImPW ■��oo� ■��omm� ; IN)6- ROUND INTERIOR RECESSED LED LIGHT FCKTURE, REFER TO •' -■■■!■■■■■1 ELEC. DWG'S. IN)WALL MOUNTED VANITY LIGHT FD(TURE AT RESTROOMS "UTHONLArCONTEMPORAW CYLINDER 2-LIGHT BRUSHED NICKEL 3K - �I■■■■■■I■■■■■■■■■I .. 011 I . � • TO . • ' • ���I■111111■11111■����©ice.-rl � . . � wwl .. . . , CHECKED :.A DRAWN W. _ 'llllIX, 11.1 © ill :. 00IIN) WAC RETURN -REFER TO MECHANICAL DNGS. LIDO2. SEE MECHANICAL SHEETS FOR MECHANICAL DIFFUSERS 11111n1�1111. SEE ELECTRICAL SHEETS FOR LIGHT FD(TURESPEOFICATIONS. CEILING PLAN KEN McCRACKEN, STANDARD COMPRESSION STRUT TABLE LIGHT FIXTURES: NOTE:PROVIDE A HEAVY-DUTY ARCHITECT SUSPENDED CEILING T-BAR GRID TWO(2) NO. 12 GAUGE WIRES MUST LATERAL FORCE BRACING MEMBERS MdYtem"•Rogram Masagenat•FErnov Section 25.1.D.2.d.2: ALL LIGHT FIXTURES TO BE POSITIVELY ATTACHED TO SUSPENDED CEILING GRID SYSTEM. SYSTEM. [ASCE 7,SECTION BE SECURED FROM LIGHT& MUST BE SPACED A MINIMUM OF 6" LATERAL FORCE BRACING....A STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED TO THE IN ADDITION,PROVIDE INDEPENDENT WIRE SUPPORT FROM THE FIXTURE HOUSING TO 13.5.6.2.21 MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR 38 EXECLITNE PARK STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUCTURE ABOVE AS FOLLOWS: OPPOSING CORNERS ALONG THE DUCT WORK THAT IS NOT PROVIDED SUITE 310 • FIXTURE'S DIAGONAL.WIRES MAY BE WITH BRACING RESTRAINTS FOR THE FOLLOWING IS TO BE CONSIDERED WITH COMPLYING WITH THE ABOVE FIXTURE LESS THAN 10 POUNDS,PROVIDE ONE#12 GAGE WIRE(MAY BE SLACK) SLACK. HORIZ.FORCES. BRACING WIRES IRVINE, CA 92614 • FIXTURE 11 -55 POUNDS,PROVIDE TWO#12 GAGE WIRE(MAY BE SLACK) MUST BE ATTACHED TO THE GRID Cpwt Jeff LkdrrTnat SECTION: Is FIXTURE 56 POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE AND TO THE STRUCTURE IN SUCH A [949[430.7051 STRUCTURE ABOVE WITHOUT USING THE CEILING SUSPENDED SYSTEM FOR DIRECT MANNER THAT THEY CAN SUPPORT ftedernaNpnidg c.com 1. INA STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF BEAMS, SUPPORT WHEN HEAVY-DULY A DESIGN LOAD OF NOT LESS THAN • PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE CEILING SYSTEMS ARE 200 POUNDS OR THE ACTUAL LOADS, PURLINS,AND SUB-PURLINS,THE 2 X 4 SUB-PURLINS ARE NOT TO BE CONSIDERED AS STRUCTURAL MEMBERS SUPPORTING THE ROOF. ABOVE USING#9 GAGE WIRE.(CISCA] USED,SUPPLEMENTAL / WHICHEVER IS GREATER,WITH A HANGERS ARE NOT SAFETY FACTOR OF 2. AIR TERMINALS OR SERVICES: REQUIRED IF A 48" 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE THAN 1 MODULAR HANGER IN 6 OUT-OF-PLUMB.SOME EXAMPLES OF ACCEPTABLE STRUTS ARE AS ALL CEILING MOUNTED AIR TERMINALS OR SERVICES TO BE POSITIVELY ATTACHED TO PATTERN IS FOLLOWED. LIGHT FIXTURE FOLLOWS: CEILING SUSPENSION MAIN RUNNERS.IN ADDITION,PROVIDE INDEPENDENT WIRE LESS THAN 56 LBS.) JEFF IJEDERMANA:--A ARCHITECT STANDARD CEILING GRID SUPPORT FROM THE AIR TERMINAL OR SERVICE TO THE STRUCTURE ABOVE AS FOLLOWS: SEAL: EMT: • AIR TERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS,PROVIDE TWO#12 ELECTRICAL METALLIC TUBING GAGE WIRES(MAY BE SLACK) • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE (�[TO 5 10' SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE CEILING3/4" TO 7'-8" SUSPENDED SYSTEM FOR DIRECT SUPPORT.[CISCA] �� KEN1'• 709'-9" M LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM) AND BEGIN NO FARTHER PROVIDE MINIMUM OF 2 SCREWS ATTHAN 6 FEET FROM WALLS SUSPENDED OPPOSIT CORNERS OF SUPPORT WIRES, AM CEILING GRID OR SCREW ON T-BAR SAFETY CLIPS AT License 4 5599 CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE T-BAR MAIN RUNNER WITH ONE#10 SHEET METAL SCREW SIDES OR ENDS. v A� C AND TO THE STRUCTURAL ROOF/FLOOR MEMBER WITH TWO#10 WOOD SCREWS.OTHER CONNECTIONS ARE ACCEPTABLE,BUT y OF O �3 SHOULD FIRST BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. SCALE 0812612020 NUMBER 12 GAUGE VERTICAL LIGHT FIXTURE @SUSPENDED CLNG. N.T.S. --- 4 rJW2W HANGER WIRE INSIDE OF CONDUIT, TIE TO STRUCTURE ABOVE AND GRID. ■CONSULTANT: MIN.#12 GAUGE MEMBER DEPTH: FLANGE WIDTH: UNDERSIDE OF FLOOR OR -- --- (EXAMPLE:6'= 600 X 1/100 INCHES) (EXAMPLE: 1 5/8'= 1.625"^ X 1/100QQ ROOF STRUCTURE ABOVE. ROOF DECK PLYWOOD ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. INCHES)ALL FLANGE WIDTHS ARE TAk�EN FOR ALL'T'SECTIONS MEMBER DEPTH IS THE INSI IN 1/100 INCHES. SEE SCHEDULE FOR MAXIMUM SHEATHING �o DIMENSION. HEIGHT. (E) TRUSS-,,,"""," CEILING GRID USES#12 GAUGE �� CONTINUOUS 2X4 @ 32" 3/8" SPLAY WIRE HANGERS AT 45 DEG. 600 S 162 - EMT SLEEVE. O.C. FASTENED TO TOP OFii ACOUSTICAL CEILING MIN. AND 90 DEG.TO EACH OTHER(4 STYLE: \� MATERIAL THICKNESS: UCLR. WIRES) BEGINNING 48"FROM (EXAMPLE:STUD OR JOIST SECTION= ) S (EXAMPLE:0.054 IN.= MILF64 MIL=1/1000IN.) BOTTOM CHORD OF TRUSS ELEVATION STARTING POINT OF GRID AND TILE THE FOUR ALPHA CHARACTERS UTILIZED BY THE MATERIAL THICKNESS IS THE MINIMUM BASE METAL SUSPENDED CEILING SYSTEM, — 1 LAYOUT AND IN BOTH DIRECTIONS AT DESIGNATOR SYSTEM ARE: THICKNESS IN MILS.MINIMUM BASE METAL THICKNESS SEE REFLECTED CEILING PLAN. / NOTE: TIE 2 ADJACENT WALLS TO 17-0"THEREAFTER ALL CLEARANCES. REPRESENTS 95%OF THE DESIGN THICKNESS. DRILL 5/32"DIAMETER HOLE CEILING MAIN & CROSS RUNNER TIES TO WALL,ETC.TO CONFORM TO S =STUD OR JOIST,T=TRACK,U=CHANNEL, AND INSTALL 1/8"DIAMETER :E U STATE&LOCAL CODES. F =FURRING 45P' BOLT AND LOCKING NUT. CEILING SPAN TABLE NOTES: TUBES SHALL LAP 4" 6" MTL STUD X MINIMUM. FRAMING @ 16"O.C. Q Q O O 1. VALUES ARE FOR SINGLE SPANS. "v }I 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. LAT16" D GYP. BOARD 6" O I } } O 3. FOR FULLY BRACED CEILINGS,USE MID-SPAN BRACED VALUES. I I I 4. END BEARING LENGTH= 1"MINIMUM. CROSS RUNNER. E CEILING 12 GAUGE WIRE SPLAYED IN(4) DIRECTIO G TILE AND GRID DEGRES APART AT 12'-0"O.C.EACH WAY SLOT END OF TUBE TO FIT OVER TOP OF MAIN RUNNER. N LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN (` MAIN RUNNER. FFICE WAREHOUSE JOIST SPACING (IN.)O.C. JOIST SPACING(IN.) O.C. 6 _ O O SECTION: (MIL) 17' 16" 24" 12" 16" 24" 0W ' 3625125 18 9'-5" 8'-9" 7'-9" 13'-3" 12'-3" 10'-10" f ATTACHED Q O O O SUSPENDED CEILING SYSTEM, YP. BOARD SOFFIT 9,_6n h 3625125 27 10'-8" 9'-11" 8'-10" 15'-3" 14'-2" 12'-7' u! Z SEE REFLECTED CEILING PLAN. FRAMING - a B.O.SOFFIT SEE 16'-0" 12'-0" -0„ ( 3625125 30 tt'-0" 10'-7' 9'-7' 15'8 la'-6" t3'-1" Z a p O.C.,GYP. BOARD PLA 3625125 33 11'-5" 10'-T' 9'-5" 16'-3" 15'-Ull IS-6"CIRCLE INDICATES REQUIRED T TO BE 6 BELOWM0 LOCATION OF COMPRESSION G GRID 3625125 43 12'-9" 11'-8" 10'-5" 17-9" 16'-5" 14'-8" W x UaPOSTS. C __ -... _ _ __ 3625137 27 12'-1" ,, 1 P_7 101-11, 17-5' 16.7, 14'-6" d z a SCALE TSCAILE__CEILING SYSTEMS ARE TO BE ATTACHEDAT2ADJACENT SOFFIT FRAMING 3/4" - ,-0" 1 SUSPENDED CEILING GRID 3625137 33 12' 10'-B" 18'-5 17'-7" 15'-4" O1 WALLS OR SOFFITS 3625137 43 14'-3" 13'-7' 11'-9" 20'-1" 18'-7 16-7" E UNATTACHED 3625162 33 14'$' 13'-7" 12'-2" 20'-9" 18'-11" 16'-6" h9 12-0 NOTE: M OC Typ. LATERAL BRACING:4-12 GA.WIRES SECURED TO MAIN --- ---- AT SUSPENDED CEILING:MINIMUM 12 3625162 43 16'-2" 14'-11" 13'-4" 22'-T' 20'-T' 7T-11" METAL STUDS: RUNNER WITHIN 2"OF CROSS RUNNER INTERSECTION AND GAGE VERTICAL SUPPORT WIRE AT 4005125 27 11'-0" 10'-2" 9'-1" 15'-9" 14'-7' 13'-1" W THE FOLLOWING SPANS ARE BASED UPON STUDS HAVING A 1-5/8"LEG WITH A 3/8"RETURN.DOUBLE STUDS ARE EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL SPLAYED 90°FROM EACH OTHER AT ANGLE NOT TO EXCEED 4'-0"O.C.OR 10 GA WIRE AT 5-0" - _ M CONNECTED TOGETHER IN THE SHAPE OF A (,-..1 ,WITH ONE#6 SHEET METAL SCREW AT 161 O.C. DEFLECTION,SPRINKLER HEADS AND OTHER PENETRATIONS 450 FROM THE PLANE OF THE CEILING TYP.@ 12'-0"MAX.EA. O.C.W/(2) 1 1/2"x 9"GA.STAPLES @ 4005125 30 11'-4" 10'-6" 9'-5" 16'-2" 15'-0" 13'-5" THROUGH THE CEILING TILE REQUIRE MINIMUM 2-INCH WAY BEGINNING 6'-0"MAX.FROM WALL. LOOP&(1)ACROSS LAP.3 FULL aMi CY, RINGS,SLEEVES,OR ADAPTERS THAT WILL ALLOW A TURNS MINIMUM WITHIN 3"LENGTH 4005125 33 111-9" 10'-10" 9'-8" 16'-9" 15'-6" 13'-19' MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL 40DS125 43 13'-D" 12'-0" t0'-8" 78'-3" 16'-10" 15'-1" STEEL STUDS DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE 4005137 27 12'-5" 111-61 10,_4•, 17.11" 16'-T' IN-Y' 1-5/8x20 GA. To 12'-0" RPOVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION Ell � w TO ACCOMMODATE THE I-INCH MOVEMENT. [ASCE 7. 400SI37 33 13'-3" 12'-3" 11'-0" 18'-11" 1T-7" 15-10" DBL 1-5/8 X 20 GA TO 151-0" SECT 13.5.6.2.21 ANCHOR WIRES TO AT OPEN GRID:VERTICAL SUSPENSION STRUCTURE ABOVE WITH THREADED ROD PER OTHER 4005137 43 14'-T' 13'-6" 12'-0" 20'-7' 19'-1" IT-I" �Fy 2-1/2"X20 GA 7013'-6" DETAILS. �! SUSPENDED CEILING 4005162 33 15'-1" 13'-11" 12'-6" 21'-8" 20'-i" 1T-10" DBL 2-1/2"X20 GA TO 15'-0" 4005162 43 16_7, 151_3" 13-8" 23,_5, 21'-8" 19'4" ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO#8 600S125 27 12'-4" 11'-5" 10'-4" 17'-10" 16'-T' 14'-11" L 0 0 9-4 Ln SCREWS. g4145 45 45o NOTE: 6005125 30 17.9" 11,_9" 10,_7' 18,_4, 174' 154- - 11111111111111111 0 6005725 33 13'-2" 12'-7' 10'-11" 18'-10" 1T-6" 15-9" _ O PROVIDE 6"CLEARANCE T NOTE: 4MA II1 AT ALL PIPES&DUCTS,ETC. 6005125 43 14'-5" 13'-3" 11'-10" 20'-S' 18'-11" 16'-11"1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. �IIIIIJ.I u.���� 1.11 "� O BRACING WIRES MUST BE ATTACHED b00s137 33 14'-10" 13'-9" 12'-4" 21'-4" 19'-10" 1T-70"2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND TO THE GRID AND TO THE STRUCTURE (- HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD;THEREFORE,THE APPLICANT SPRINKLER HEAD,SEE FIRE IN SUCH A MANNER THAT THEY CAN 6005137 43 16'-T 14'-17". 13'-4" 23'-lT' 21'-4". L21'-I(Y' C�MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT PROTECTION DRAWINGS MAIN RUNNER CROSS RUNNER SUPPORT A DESIGN LOAD OF NOT 6005162 33 76'-10" 15'-T' 14'-0" 24'-4" 22'-7"ELEMENTS SUCH AS MAIN RUNNERS,VERTICAL AND SPLAYED WIRED,ETC.ICC ER-4071 (UNDER SEPARATE PERMIT) LESS THAN 200 POUNDS OR THE ACTUAL LOADS,WHICHEVER IS 6005162 43 18'-4" 16'-11" 15'-T 26-3" 24'-4" l9 GREATER,WITH A SAFETY FACTOR OF 20GA'MTL.STD COMPRESSION STRUT @ EA.SET OF BRACING WIRES W/(2) #8 SHEET 2. NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION(SSMA) MTL.SCREWS @ THE GRID&(2)SCREWS AT THE STRUCTURE,SPAN PER TABLE ABOVE. ICC#ER-4943P REV DATE DESCRIPTION SPRINKLER CEILING PENETRATION SCALE 10 SUSPENDED ACOUSTICAL CEILING SCALE 6 ALLOWABLE CEILING SPANS - L/240 scALE 2 OW24/20 MWL,WK.Y�.T_�L 3 -1-0 N.T.S. N.T.S. t 11717/20 a1B4T6W4Cs6 HORIZONTAL BRACE. 2"MAX MAX ° GENERAL CEILING NOTES - STRADDLE STUD BELOW AND FASTEN TO TOP / TRACK WITH(4) #8 SHEET METAL SCREWS(2 EA. 1. SUSPENDED CEILINGS SHALL BE HEAVY DUTY AND COMPLY WITH ASTM C 635, ASCE 7-10 SECTION 13.5.6, - SIDE OF STUD) ASTM C 636,AND ASTM E580,SECTION 5 IN SEISMIC DESIGN CATEGORIES D, E& F. SUSPENDED CEILING ° CROSS SYSTEM.SEE CEILING PLAN. 2„ 3 \ „ 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: - RUNNER MAIN RUNNER - - (2) STUD ORIENTATION A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 21. WHERE 45' TYP / (CONNECT @ 12”O.C.) "UNATTACHED" PERIMETER SUPPORTING CLIPS ARE USED,THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED V_ ( ] TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL N p BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE 3/4"CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CV 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2"EACH END. ° 3i7 yj CLOSURE ANGLE OR CHANNEL. L0 SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO /0". N. I DRAWN BY: MP CV A M B) FOR CEILING AREAS EXCEEDING 2500 S.F.,A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION MAIN RUNNER WITHIN 2"OF A CROSS TEE SECTION. I I THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A RATIO OF THE LONG CHECKED BY: VK ° I TO SHORT DIMENSION LESS THAN OR EQUAL 4,SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARECD2" �V I Jy PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT LARCH. PROJECT NO.: DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES OR CHANNELS PROVIDE SUFFICIENT U) 24"O.C.STAGGERED-SANDWICH MR BACK. &ATTACH W (3) 7/16" 3-5/8"X 20 GA.STUDS-SCREWED 9 GA. FRAMING SCREWS @ III CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE BKM20004 LLJ MA FRAMING SCREWS. " PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.A AND ■SHEET NAME: ATTACHED" I I Ili HORIZONTAL RESTRAINTS OR BRACING. z MANUFACTURED STRUTS: PROVIDE PERIMETER CLOSURE ANGLE WITH 2"MIN. LEG. IN EACH SIJ 3. THE SUSPENDED CEILING LATERAL FORCE-BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF 6 Q ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING CEILING DE tNLS _ MANUFACTURED STRUTS MAY BE ACCEPTABLE IF ENGINEERING IS SUBMITTED TO THE BUILDING ATTACHED TO THE CLOSURE ANGLE AND THE OTHER END SHALL HAVE A METAL STUD WALL,SEE WALL TYPE SCHEDULE RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED U DIVISION FOR REVIEW. LARR # 25380 CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE INDEPENDENTLY OF THE CEILING. I— UPON THE CLOSURE ANGLE ■SHEET NUMBER: — Z SCALE SCALE Q SCALE SCALE J COMPRESSION STRUT N.T.S. 13 CEILING WALL ATTACHMENT N.T.S. HORIZONTAL WALL BRACE N.Ts. 5 GENERAL CEILING NOTES N.T.S. 1 U KEN McCRACKEN, ARCHITECT ■ ka,�,e•Pram L�,L•vRmL� ■ ■ ■ 38 EXECUTIVE PARK ■ SUITE 310 ■ IRVINE, CA 92614 ■ ■ Conmo[Jeff LkdemLa7 19491430-7051 ■ Jkdumw*pmdgkx.com ■ ■ ■ ■ ■ ■ ■ ■ ■ JEFF UEDERMAN,ARCHITECT ■ ■SEAL: ■ ■ � *D ARCy FUTURE LEASABLE AREA V KENNETH J. ■ WALLS P-I M RACKE ■ FLOOR WA ■ BASE WA ■ AM S, WA ■ (1 License R 5599 9TF OF 0� 08/26/2020 ■ KJM/2655 ■ ■ ■CONSULTANT: I o '0 \ o .00 ■ CL �� ----------------------- ---� U 1 I � P-9 P-9 1 1 ■ RESTROOM ■ `�' W/#JS RI ' ` 1 1 ■ ` FLCKIR LVf-I 1 1 ■ BASE B-I 1 1 ■ _ 1 1 ■ ` 1 1 ■ ■ o , 2 CONFERENCE l ------------------------rJ ■ P 10 a a WNJS P-I Q, FLOOR WA a COFFEE AREA ■ BASE WA WN1S P-i ■ FLOOR WA P-10 BASE WA E ■ mIInI ■ �I I`, ■ RESTROOM - OFFICE ■ W �. ■ WALLS P-1 WN1S R1 ■ FLOOR LVf-1 FLOOR WA a Q BASE B-I - - BASE WA Z ■ � TLU ■ FUTURE LEASABLE AREA � ■ ■ WN'S P-I I ■ FLOOR WA P-9 ■ BASE WA \ ■ I I I ■ II \ I ■ I I P-10 I � — ■ ■ II I = ■ co Ln ■ LIj)FFa OFFICE R9 ■ ■ WALLS P ■ I I ■ FLOOR BASE l ■ CONFERENCE '- W ■ WNJS P-I I n U N FLOOR WA -.. ■ BASE WA ■ I I I I I S'' ■ ill ■ Lll LU o■ Fl n II a d Ln s 0"".SUITE I � ^ F=— ----------------- - --------- 11952 ------------------------------------------------- --- - - - - - REV DATE DESCRIPTION NOTE: REFER TO FINISH x,/20 WMAMOMIKK - tFINISH SCHEDULE SHEET A02.34 p 1m7no ama-mm NORTH ® 01/2521 ae4ra4w�s LAN SUITE 1 1952 v4"- I"-0" ' WALLS CEILING 07Es REMARKS: RM.M ROOM NAME HGT. REMARKS FLOORING NOTES: 1. G.C.TO PROVIDE GYP. BD. O/METAL FRAMING ON ALL(E) EXPOSED WALL SURFACES 1. USE WW GYPSUM BOARD AT ALL WET WALLSMAT. FINISH MAT. FINISH. AFF. I. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING MATERWS, CONTRACTOR IS TO PERFORM AT OFFICE AREAS. TYP COFFEE BAR GYP. BD. PER 10'-0" ACT - 4 CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD 2. NEW RESTROOMS-PROVIDE TEXTURED GRAY FRP TO 48"AF.F. APPLY ALUMINUM TRIM PLAN O ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECEIVE FIELD CARPET-DIRECT GLUE AT OFFICE&CONFERENCE AREAS 2. PROVIDE FLOORING TRANSITION STRIP. BEADS. PER 3 a FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED BY THE TYP OFFICE GYP. BD. PLAN 10-0" ACT MANUFACTURER(S)OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE 3. THERMOSTAT'VENSTAR COMMERCIAL COLORTOUCH#T8800, SEE MECH. DWGS INTEGRITY OF INSTALLATION WARRANTY. N TYP OPEN OFFICE GYP. BDPER. PLAN 10'-0" ACT - 3 a 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH CN 4. RECEPTACL ES/SWTTCHESISENSORS"LEVITON DECORA"WHITE PER AS BEAD BLASTING OR GRINDING. VINYL PLANK TILE- N TYP CONFERENCE GYP. BD. PLAIN 10'-0" ACT - 3 a TRANSITION STRIP: SCHLUTERAWM. FLOOR TRANSITION � Lo .GYP CEILING FINISH NOTES: DRAWN BY: MP N TYP UNISIX RESTROOMBID. P$/FRP-1 8'-0' GYP. BD. I z INSULATION ABOVE DECK CHECKED BY: VK r PAINT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK ■ARCH. PROJECT NO.: — O FUTURE LEASABLEPER OPEN O3 ISEE ROOM FINISH SCHEDULE). TYP. AREA GYP. I3D. PLAN TO DECK BKM20004CD INSULAITON BELOW DECK LLI INSULATION COVERED 13Y WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, ■SHEET NAME: Ut CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. FIRE SPRINKLER PIPES FINISH PLAN Q UNDERNO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING SUITE 11952 U ■SHEET(NUMBER: Z FINISH PLAN KEYNOTES ROOM SCHEDULE - SUITE 11952 FINISH LEGEND & NOTES -I U KEN McCRACKEN, ARCHITECT Aldvirmre•ftT—Marogen e -Pemrt m 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact Jeff Liedemwn (949)4347051 jliedemian®pmdginc.com JEFF UEDERMAN,ARCHITECT M SEAL: \�,�O AR�y�� V KENNETH J. M RACKE • AM S, WA n� License#5599 V 9T� OF 08/26/2020 KJM/2655 CONSULTANT: ■ Z Q ■ m zu 00 � LIJ Uff) CP- MANUFACTURER N KEY �� ~ �� MANUFACTURER KEY DESCRIPTION MANUFACTURER FLOORING NOTES: PAINT STANDARD CARPET SCHEME#1 (GREEN SCHEME ) 24"x 24"SHAW-STYLE: DISTRICT SITUATION 5T210 PAINT SCHEME#1 (GREEN SCHEME) (PI) SW7005 'PURE WHITE', (P2) SW7673 'PEWTER CAST, 1. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM I COLOR: OPTION#I SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW I (P3) SW671 1 'PARAKEET SHERWIN WILLIAMS CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD JL,1 COLOR: NIGHT VISION 04326 ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECEIVE STANDARD CARPET SCHEME#2 ORANGE SCHEME 24"x 24"SHAW-STYLE: DISTRICT SITUATION 5T210 PAINT SCHEME#2 (ORANGE SCHEME Pl SW7005 'PURE WHITE', P2 SW7673 'PEWTER CAST, FLOORING. RER(S)CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED N THE ( ( 1 I I I I MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE FL 2 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: SME:APPLIED SHAW 2 (P4) SW6892 'CARNIVAL' SHEKJVIN WILLIAMS INTEGRITY OF INSTALLATION WARRANTY. COLOR: LAVA 04675 P PAINT SCHEME#3 (BLUE SCHEME) IPI)SW7005'PURE WHITE', IP2) SW7673 'PEWTER CAST, 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH (�J STANDARD CARPET SCHEME#3 (BLUE SCHEME ) 24"x 24"SHAW-STYLE: DISTRICT SITUATION 5T210 3 SHERWIN WILLVMS AS BEAD BLASTING OR GRINDING. 3 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW (PS) DE5895 'DNE IN' COLOR: COSMIC 04429 PAINT SCHEME#4 (RED SCHEME) (PI)SW7005 'PURE WHITE', (P2)SW7673 'PEWTER CAST, STANDARD CARPET SCHEME#4 (RED SCHEME ) 24'X 24"SHAW-STYLE: DISTRICT SITUATION 5T210 4 (P6) SW6868'REAL RED' SHERWIN WILLIAMS 4 COLOR: OPTION#I SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW CEILING FINISH NOTES COLOR: LASER 04885 5 DOOR/WINDOW FRAMES-COLOR MATCH TIMELYAWMATOME OR (P7) SW7663 'MONORAdL SILVER INSULATION ABOVE DECK REV DATE DESCRIPTION PANT ALL ELECTRICAL CONDUITS, HANGERS,AND HVAC DUCT SAME COLOR AS BOTTOM OF DECK 092420 UWACOtlLYAACM 5 NOT USED 6 DOOR PANELS-(P8)'PEWTER CAST SW7673, OR(PI) 'PURE WHITE'SW7005 (SEE ROOM FINISH SCHEDULE). QQ I1/172o aearavrrr$ 7 TSAR GRID-COLOR MATCH ARMSTRONG PRELUDE INSULATION BELOW DECK ® 01/25/21 a84rOMM 6 NOT USED INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, 8 SHEEN: OFFICE-EGGSHELL I RESTROOMS, DOORS&FRAMES-SEMI GLOSS I WAREHOUSE &STORAGE-FLAT CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. FIRE SPRINKLER PIPES 7 NOT USED 9 SW 6994 GREENBLACK- *REFER TO P-8 FOR SHEEN SHERWIN WILLIAMS UNDER NO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING PAINING. 10 SW 6258 TRICORN BLACK-*REFER TO P-8 FOR SHEEN SHERWIN WILLIAMS 8 NOT USED 9 POLISHED CONCRETE-GRIND/LIGHT POLISH TO 50 GRIT RESIN FINISH W/PENETRATING SEALER-LOW REFLECTNITY ACOUSTIC COILING TILE: 24"X 48"X 5/8", 'DUNE SECOND LOOK' 2712, SCIUARE LAY-IN, COLOR: TEE GRID -- - ACT 2 SUSPENSION SYSTEM: 15/16" 'PRELUDE, COLOR MATCH ARMSTRONG PRELUDE — N LVT-1 LVT OPTION#1 SHAW-STYLE:TERRAIN II 0655V, COLOR: SHADE 005481 LVT-1) SHAW O MISCELLANEOUS CV 1 NOT USED FIBERGLASS REINFORCED PANEL(FRP): GLASBORD-FSI, 4'X 10'COLOR: 'GENERIC TEXTURED GREY WASHABLE U-) FRP I ygNITpRY SURFACE RESTROOM WAINSCOT DRAWN BY: MP N NOT USED CHECKED BY: VK ATH I ADA COMPLIANT ALUMINUM THRESHOLD EXISTING TO BE FIELD VERIFIED. C--)110 ARCH. PROJECT NO.: FLA,�Tj,-- IATE- Lt Li ENED >TEEL 8918-5-0- B3 E &,3,1:ET- F-RMICA BKM20004 W 1 RUBBER BASE OPTION#1, 4"OFFICE/6' RESTROOM-COVED RADIUS-20 CHARCOAL IB-1) JOHNSONNTE PL 2 PLASTIC LAMINATE-LINEN D427-60-COUNTERTOPS WILSONART ■SHEET NAME: Ur B z PLASTIC LAMINATE-ASHEN RIBBONWOOD 8836-58-BASE CABINETS FORMICA FINISH C II = 4 TC LAMINATE-GRAPHITE 837-58-ZIPPER CABINETS FORMICA SCHEDULEU I— —I PL 5 PLASTIC LAMINATE -ECLIPSE MOXIE Y0483.60-BASE CABINETS WILSONART SHEET NUMBER: Z W FINISH LEGEND NOTES U KEN McCRACKEN, ARCHITECT A)NwN •Program MwageTw rt•Pe fang 38 EXECUTIVE PARK SUITE 310 10'-2 8'111' IRVINE, CA 92614 Contest Jeff Liedemian 194914347051 jliedemw4pmdgim.com ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ s 4 o Q N N O Q D O JEFF UEDERMAN,ARCHITECT 8 1C 2 9SEAL: 9 2 13 1 . 2 I C 5 6 — \� BACKSPLASH o 3. C� KENNETH J. 4 9 e � Nnu RACKE3ICIC 5, A A �� � � se/5599 m OF roE as I TOE*ac 0812612020 BASE CABINET&ADJUSTABLE SHELVING WITH ADAKJM/1655 COMPLVWT SINGLE BOWL STAINLESS SINK ADA BASE CABINET&ADJUSTABLE SHELVING WITH ADA COMPLAINT FAUCET, UPPER CABINET WITH COMPLIANT SINGLE BOWL, STAINLESS SINK ADA ADJUSTABLE SHELVING. COMPLIANT FAUCET, UPPER CABINET WITH XCONSULTANT: ADJUSTABLE SHELVING. ELEV °A° PLAN ELEV °A° PLAN 9ABINET PLAN & ELEVATION - SUITE 11956 3/8' = 1'-0" CABINET PLAN & ELEVATION - Sill"17 T "154 3/8" H � Z Lu ■ Z ' 10 A W 3 � (� Z 4 9 � Za - - - - 2 1C Q f F O 6 15 5 ■ � z v 4 I I 2 0 I I 16 3. BACKSPLASH I I - 1C I 0 I co I TOE IOU r BASE CABINET&ADJUSTABLE SHELVING WITH ADA 1(Y-2" �72- COMPLIANT SINGLE BOWL, STAINLESS SINK ADA COMPLWNT FAUCET, UPPER CABINET WITH ADJUSTABLE SHELVING. C o ELEV °A° PLAN Ln LU o CABINET PLAN & ELEVATION - SUITE 11954 111{0T USED 03 Mm o � TOTES � � ETRY: HEME 1)-FORMICA-BLACKENED STEEL 8918.58-BASE CABINETS. HEME 2)-FORMICA-ASHEN RIBBONWOOD 883(-58-BA- 'PL-')mom _ _ _ __ REV DATE DESCRIPTION C, (SCHEME 3)-FORMICA-ECUPSE MOXIE Y0483-60-BASE CABINETS (PL-5) -- -- - — __ - - - — aernrzo rarva.rcMMsar»a Z 2. COUNTERTOP-VVILSONART-UNEND427-60 (PL-2) QQ 11/17ao Clfwa4mm I 1A 01/25/21 aearaw+c$ 3. BAR SINK-ELKAY DAYTON GE 12521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK 0 — I Z [ADA). SEE PLUMBING DWGS. — -- 4. BAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE I KITCHEN FAUCET. SEE PLUMBING DWGS. _ _ _ _ 5. INSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE 1 15 C i A PLUMBING DWGS. 2 3. b b 1 5 - 6. 30"W FULL-SIZE REFRIGERATOR, BY OWNER, 16 1 4 3. I 7. LVT FLOOR FINISH. REFER TO FINISH SCHEDULE A02.31. ° BACKSPLASH — r — — — — 3 8. LOCATION OF IN) COPY MACHINE [PROVIDED BY TENANT) 2 riII 1A I e �� I O I 9. SCHLUTER FLOORING TRANSITION STRIP. Lo 6 DRAWN BY: MP N 1 m L — — _J CHECKED BY: VK r I ARCH. PROJECT NO.: ^ P — I GENERAL NOTES: BKM20004 c/) BASE CABINET&ADJUSTABLE SHELVING WITH ADA ^ Lij COMPLYWT SINGLE BOWL STAINLESS SINK ADA 1. DOOR&DRAWER PULLS: GUDERTTE-CC STAINLESS STEEL 6-1/8" LONG SOLID HANDLE BAR N SHEET NAME: CO COMPLIANT FAUCET, UPPER CABINET WITH I PULLS#5001-96-SS-1 0. ADJUSTABLE SHELVING. 2. REFER TO PLUMBING SHEETS FOR SPECIFICATON OF COFFEE ROOM FUCTURE. INTERIOR Q 3. REFER TO WALL DETAILS ON SHEET A07.00 ELEVATIONS � / ®� � U E LIEV °A° PLAN V M SHEET NUMBER: : z W 3/a CABINET PLAN & ELEVATIONS - SUITE 111952 = 1 -0" J U NOTES: I.T. ROOM DOOR OFFICE DOOR EXIT DOOR KEN McCRACKEN, IAMB SIMILAR. HOLLOW METAL FRAME& DOOR OVERHEAD COILING DOOR SOLID CORE WOOD HOLLOW METAL FRAME & DOOR ARCHITECT AT IAMBS, INSTALL PER DOOR PER SCHEDULE PER MINIMUM 3JAMB (E) EXTERIOR SCHEDULE PER ICHEDULEJ PER JB EXIT SCHEDULE EXIT SCHEDULE" "I38 EXECUTIVE PARK 5/8GYP BD NPS PER SIDE (TYP). CONC.WALL ' CLOSER @ 16 GA. H.M. SUITE 310 ROOM-SIDE FRAME CONT. SEALANT 15 IRVINE, CA 92614 AROUND PERIMETER �` 8 DOOR w i 16 Con=J��n�n 5/8'GYP. BD INTERIOR PARTITION PER 051 5/8' DIA X 4'TITEN HD. TYP. - J o J J o I�eaenr a pdgnc.com R-I I BATT WALL TYPES. INTERIOR INSULATION U.O.N. w w w EXTERIOR Q m � ;KICK WL6x6x3/8 STL HEADER _ 16� � ALARM PANT O_(2) 5/8' DIA. X 4'TREN0LEDGER INSTALLED HD AT IAMB SIDE 4 a a 14 ` n DEVICELED _STUD/TRACK HEADER > H L' SC EDU EDBox Imo) ON WARM SIDE ONLY - ° - ` SIM. TEMPEREJEFF LIEDERMAN,ARCHITECT FIN. FLR.1g ■SEAL:COM. SEALANT O/ PER SCHEDULE � � H.M. F E. FINI HBACKROD-TYP. RAM S n n n n n n PLATE WHERECOM. SEAIANTO EACH SIDE PER DOOR SCHEDULE. �COW. SEALANT& TYPE A TYPE B TYPE C SCHEDULED EACH SIDE E DA R/ BACKER ROD COOKSON OR SIMILAR "Dip "`� C,y� � - METAL FLASHING SERVICE DOOR TYPE D 5 KENNETH J. F� 'J'METAL BEAD DOOR AND FINISHES � SOLID CORE WOOD M RACKE PER SCHEDULE SCHEDULE ULE PER DOOR PER SCHEDULE 6'-0' 0 ALUMINUM SIDELliE - PER AM S, WA ASSEMBLY PER SCHEDULE PAIR �� License#5599 GLAZING-SEE SCHEDULE EXIT o\ WINDOWTYPE 9` OF O��v 12 ' VISION GLASS 2 12 `� TYP. -- TYP. - i i ,� , ,� " � 3'= 1'-0 3'= 1'-0' 3'= 1'-0" W W � N � 08/26/2020 Su0H 'o m C D / JAMS SI E R _ 16 BEAD / JAMB INTERIOR DOOR V 2 HM DOOR HEAD (JAMB Sail.) _ N _ - �� KJM/2655 FURRING ON WALL OVERHEAD. SEE O O U o O ■CONSULTANT: NOTE: Q U ` INTERIOR FINISH SCHEDULE. WHERE NECESSARY ADJUST MORTAR DOOR FRAME (BEYOND) 90 - O ANCHOR DOOR HOUSING TO WALL PER BED OR ADD UNDERLAYMENT TO Lo C? d a 4 \` MANUFAC URER'S INSTALLATION GUIDELINES. MAJNTNN ACCESSIBILTIY _ i —`� __ _`� i L ——`� Cl' n REQUIREMENTS AT TRANSITIONS DOOR SCHEDULE PER SCHEDULE 3 N 3 b \ oe BETWEEN DIFFERENT FLOORING TYPES. BUILDING WALL `�' FINISH FLOORING 11 10" KICK 11 6k5"SELF PER PLAN o NOTE: z KICK PLATE WHERE - KICK PLATE WHERE 10"SMOOTH d WEATHER STRIPPING SET = SCHEDULED SCHEDULED PLATE (TYP) SURFACE ADHERED APPLY CONTINUOUS +t a LL ZINC TRANSITION STRIP 0 t t t t SYMBOL OF SEALANT AT ALL PD = SUPPLIED AND INSTALLED BY i N > TYPE E TYPE F TYPE G TYPE H ACCESSIBILITY EXPOSED EDGES. FLOORING CONTRACTOR DOOR TYPE AND FINISH ALUMINUM THRESHOLD o w „ PER SCHEDULE W/COM. SEALANT x x SOLID CORE WOOD -AFTDOOR PER SCHEDULE ROLL-UP STOREFRONT DOOR o GALVANIZED MANUAL a N PER f OPERATION CHAIN CONC. SIDEWALK SCHEDULE GALVANIZED STEEL BEYOND. EXIT CHANNELANCHOR SANDED ELASTOMERIC - PER SEALANT AT PERIMETER AN NOTE: JOINT(TYP.) ' SEE DETAIL 10 FOR o RESILIENT FLOORING o GALVANIZEDJAMB SLEEVE ADDITIONAL INFORMATION ON WHERE OCCURS PER 1 CERAMIC TILE AROUND PERIMETER OF STEEL SLEEVES AND ANCHORS. ^ FINISH SCHEDULE. FLOORING WHERE _ e e —_ Z DOOR OPENING. PRIME —► E O ■ f ' AND PAINT TO MATCH OCCURS. �` '� d EXTERIOR BUILDING WALLS. PER W C I/2'A EXPANSION T SATURATED FELT a ` CHAIN LOCK HASP ACCESSIBLE ZINC THIN SET MORTAR N -- 7- -- STEEL DOOR GUIDE. TIWJSITION STRIP. BONDING BED. CONCRETE SLAB, REFER TO PER SCHEDULE Z - STRUCTURALDRAWINGS KICK PLATE WHERE �� GLASS SECTIONAL " " ■ O FINISH FLOOR SCHEDULED TYPE J SERVICE DOOR TY E K I'= 1'-0' 3'= V-0" 3'= I'-0' 1/4"= I'-0" HES, AV' CDII1ING DOOR �„ 1..5 SILL AT FINISH TRANSITIONS �, � -_i H( DOOR SACC _ A D OR WINDOW ELEVATIONS _ 3 male ma.ie - NOTE: NOTE: DOOR HARDWARE SCHEDULE DOOR SCHEDULE WHERE BUILDING WALL AT WOOD FRAMING SUBSTITUTE 3/8'x 2' 1 MATERIAL DIFFERS,THIS DETAIL LAG BOLT FOR HDANCHORS AND#12 x 3" GROUP 1: ENTRY DOORGROUP 5: RESTROOM (SINGLE-ACCOMMODATION) IS TO BE CONSIDERED'SIM.' GALVANIZED SMS FOR WEDGE ANCHORS. QTY. DESCRIPTION FINISH MFR. QTY. DESCRIPTION FINISH MFR. DOOR FRAME 3 EACH HINGES 5BB1 4.5 x 4.5 NRP 630 IVE 3 EACH HINGES 5BB1 4.5x4.5 652 IVE LOCATION NO. DOOR SIZE co 1 EACH DOOR PULL HANDLE-TO MATCH (E) STOREFRONT DOORS - 1 EACH LEVER (PRIVACY) - FALCOLN - DANE BRUSHED ALUM. - (W x H) HICKNES TYPE MAIL FINISH MAT'L FINISH HEAD JAMB SILL HRDW. GRP. KEY REMARKS Ln GALVANIZED L3'x 2'x 1/4' 13 15 1 EACH DOOR PUSH BAR-TO MATCH (E) STOREFRONT DOORS - - 1 EACH SURFACE CLOSER 4011 689 LCN CONTINUOUS. MITER AND _ _ 1 EACH SFIC CORE (BY OWNER) 626 INS 1 EACH WALL STOP-GENERIC-BRUSHED ALUM. (WALL-MOUNT) 626 IVE (E) STOREFRONT /17\ (E) 3'-0"x 7'-0" (PR) - - - - - - H FILLET WELD CORNERS. 1 EACH MORTISE CYLINDER 80-116 626 SCH 3 EACH SILENCER SR64 GRY IVE LOW HIGH 1 EACH SURFACE CLOSER 4111 SCUSH 689 LCN I EACH KICK PLATE 8400 10"x 2"LDW 630 IVE CONTINUOUS BEAD GLASS ®SILL ®HEAD 1 EACH DOOR SWEEP 315CN AL PEM STOREFRONT 101 3'-0"x T-0" (PR) -- H ALUM. PRE-FIN ALUM. PRE-FIN -' - -- 1 _ o OF SEALANT. 1 EACH THRESHOLD 171A MSES10 AL PEM SEALS BY DOOR MFR. uj INSTALSIMPSN WA2521BAN 1 1 Ln u INST/LLL4PERJAMBAND EDGE OF DOCK WAREHOUSE 102 3'-0"x8'-0" 1-3/4" F S.C. PAINT TIMELY PAINT 12/A08.0012/A08.0011/A08.00 2 VISION GLASS AT HEAD ANGLE. BELOW WHERE GROUP 2: OFFICES/WAREHOUSE OCCURS. OFFICE 103 C S.C. PAINT TIMELY PAINT 12/A08.0012/A08.0011/A08. 2 QTY. DESCRIPTION FINISH MFR. 3'-0"x 8'-0" 1-3/4" THD ON 77300H T EACH _ 3 EACH HINGES 5BB1 4.5 x 4.5 652 IVE STEEL ANGLE AT DOCK 1 EACH LEVER (PASSAGE) -FALCOLN - DANE BRUSHED ALUM. - - RESTROOM 104 A DOOR MANUFACTURER'S EDGE BELOW WHERE 1 EACH SURFACE CLOSER 4011 689 LCN 3'-0"x 8'-0" 1-3/4" G S.C. PAINT TIMELY PAINT 12/A08.0012/A08.001 T/A08.0 5 E � Z ry IAMB MOUNTING TAB. BUILDING 1 EACH WALL STOP-GENERIC - BRUSHED ALUM. (WALL-MOUNT) - WALL = OCCURS' 3 EACH SILENCER SR64 GRY IVE LEASABLE AREA EGRESS 105 3'-0"x T-0" 1-3/4" D H.M. PAINT TIMELY PAINT 8/A08.00 8/A08.00 4/A08.00 4 C uj O WALL FURRING WEATHER STRIP WHERE OCCURS PER PROVIDED BY DOOR I IQ INTERIOR FINISH MANUFACTURER. GROUP 7: I.T. CLOSET ROLL-UP DOOR 106 10'-0"x 10'-0" B STEEL PRE- STEEL 15/A08.0014/A08.0013/A08.0 3 D J SCHEDULE AND . ADD SHIM PRIMED GUIDE �� GROUP 3: ROLL-UP DOOR QTY. DESCRIPTION FINISH MFR. m INTERIOR ELEVATIONS. QTY. DESCRIPTION FINISH MFR. 3 EACH HINGES 5BB1 4.5X4.5 652 IVE CONFERENCE ROOM 107 PER PLAN GLAZ. STEEL OVERHEAD 1 EACH SFIC CORE (BY OWNER) 626 INS 3'-0"x 8'-0" HERCULITE DOOR PLYWOOD WAINSCOT TO ANY HARDWARE AND/OR LOCKS BY 1 EACH 'STOREROOM' LOCK ND80BDC SPA 626 SCH 48:AFF WHERE OCCURS. 12"CLEAR COILING DOOR. PRIME OWNER'S VENDOR 1 EACH KICK PLATE 8400 10"x 2"LDW 630 IVE I.T. ROOM 1 OS 3-0"x 8'-0" 1-3/4" A SC PAINT TIMELY PAINT 12/A08.0012/A08.001 1/A08.00 7 AND PAINT PER 1 EACH MOP PLATE 8400 6"x 2"LDW 630 IVE L90 x 3"x 3"x 3/16'GALVANIZED EXTERIOR ELEVATIONS. 1 EACH WALL STOP- GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE STEEL CORNER PROTECTOR AROUND GROUP 4: BACK ALARMED EXIT 3 EACH SILENCER SR64 GRY IVE FURRED OPENING. ATTACH WITH#10 COILING DOORJAMB GUIDE BY 2 EACH VIEWER U696B 626 IVE BREAK ROOM 109 3'-0"x 8'-0" 1-3/4" C SC PAINT TIMELY PAINT 12/A08.0012/A08.0011/A08. 8 DOOR MANUFACTURER. QTY. DESCRIPTION FINISH MFR. 1 EACH SURFACE CLOSER 4011 689 LCN 1IN X 2"SMS AT 18'O.C. 3 EACH HINGES 5BB1 4.5 x 4.5 NRP 630 IVEREV DATE DESCRIPTION 1 EACH EXIT ALARM DEVICE V40 X EH -CD-99 STRIKE AL DET EXISTING DOOR E 3'-0"x- PAINT PAINT PAINT EXISTING DOOR & FRAME 1 1/2'= 1'-0" 1 EACH SFIC CORE (BY OWNER) 626 INS GROUP 8: BREAK AREA JAMB AT COILING DOOR a�000sroeosto � 1 EACH MORTISE CYLINDER 80-116 626 SCH QTY. DESCRIPTION FINISH MFR. WAREHOUSE 110 °�" 1 EACH SURFACE CLOSER 4111 SCUSH 689 LCN (PR) 3'-0"x 8'-0" 1-3/4" J S.C. PAINT TIMELY PAINT 12/A08.0012/A08.0011/A08.00 2 Qi nAnAm aatr�wrcts 3 EACH HINGES 5BB1 4.5X4.5 652 IVE ot25M QDUOWM 1 EACH DOOR SWEEP 1A MS AL PEM 1 EACH PASSAGE SET ND10S SPA 626 SCH PER PER PER GALVANIZED STEEL CHANNEL 1 EACH THRESHOLD OR FR. AL PEM 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE GLASS ROLL-UP DOOR 111 10'-0"x 10'-0" K TUALUM, PAINT WALL SLEEVE BEYOND SEALS BY DOOR MFR. 1 EACH MOP PLATE 8400 6"x 2"LDW 630 IVE MANUF. MANUF. MANUF. 1 EACH WALL STOP-GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE WHIP AND TRANSFORMER SUPPLIED BY MFG. DET 3 EACH SILENCER SR64 GRY IVE --- I EACH SURFACE CLOSER 4011 689 LCN NOTE: REFER TO SHEET A02.31 FOR FINISHES. DOOR JAMB GUIDE REMARKS DOOR NOTES ----- BEYOND. WINDOW SCHEDULE DOORSILL 1. ALL DOOR FRAMES TO BE TIMELY, PAINT COLOR TO MATCH ALUMATONE SC-108. WEATHER O GENERAL CONTRACTOR TO PROVIDE A LATCH GUARD. STRIPPING COILING DOOR CLOSURE 2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT BAR WITH WEATHER BOOT SIZE GLAZING FRAME BO GENERAL CONTRACTOR TO PROVIDE A FORCE-ENTRY/HEAVY DUTY DOOR. THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING BY DOOR MANUFACTURER. WINDOW # REMARKS THE ABILITY TO GRASP THE OPENING HARDWARE (C.B.C. SECTION 1008.1.8). O (W x H) TYPE THK. MAT. FIN. JAMB HEAD SILL OC INSTALL NEW PANIC HARDWARE. CV ELASTOMERICA 3'-0"X 716" TEMP. Ya' ALUM. PRE-FIN. 16/A08.00 16/A08.00 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY L0 D PROVIDE WALL MOUNTED CHAIN HOOK AND BOTTOM SLIDE LATCHES WITH LOCKS. SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP SEALANT BEAD DRAWN BY: MP (V FINISH FLOOR- B (PER PLAN)X 8'-0- TEMP. #' ALUM. PRE-FIN. - - HERCULITE DOOR SYSTEM THE OPENING HARDWARE . - SMOOTH FINISH EO PROVIDE STAINLESS STEEL KICK PLATES ON EACH SIDE OF NEW DOOR. CHECKED BY: VK O 4. ANY (N) OR (E) DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A MARCH. PROJECT NO.: — \ O NOT USED. TACTILE EXIT SIGN MOUNTED IN ACCORD WITH ACCESSIBILITY SHEETS. HOLD SLEEVES 77 CONTINUOUS L90 x 2"X 2'x 3/8'WITH / BKM 20004 OFF SLAB WELDED STUD ANCHOR AT 24"O.C. W I N DO V V NOTES �G NOT USED. 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE W IAT NEW CONCRETE ONLY) INTERNATIONAL SYMBOL OF ACCESSIBILITY,TO BE VISIBLE TO PERSONS ALONG ■SHEET NAME: p Ur 1. WINDOWS SHALL BE TIMELY ALUMATONE REFER TO MANUFACTURER'S O NOT USED. APPROACHING CIRCULATION PATHS. DOOR Ol WINDOW SPECIFICATIONS FOR ADDITIONAL INFORMATION. I C p Z 6. GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, SCHEDULES & 2. WINDOW SYSTEM FINISH AND COLOR: CLEAR ANODIZED. AND SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP OJ INTERIOR FACE OF DOOR AND FRAME TO BE PAINTED AS SCHEDULED. EXTERIOR FACE OF DOORS. GENERAL CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN DEFALS f (� 3. MULLION WIDTH, DEPTH AND THICKNESS PER WINDOW MANUFACTURER. �� DOOR AND FRAME TO BE PAINTED TO MATCH EXISTING. PROPER OPERATING CONDITION. V 1 DDn�nno OnnMKIT DI nr V IKic CWCCD nki Qr TT � A Cnl C n� nnnD ■SHEET NUMBER: ® Z l W 3-= 1'-0' SILL AT COILING DOOR ®®OR WINDOW SCHEDULES Laa.ie U