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Plans (13) BU P2021 -00003 VALIDITY O ' cR11lI1T KEN McCRACKEN, THE ISSUANCE OF A PERMIT RECdEI� �� ARCHITECT Architecture•Froglorn Monugen len?•Permitting BASED ON CONSTRUCTION AUG 2 2�Z0 III IIIA (llllElllf { ;' ii IIIIIII 111III111111IIIIRK TNI, Iill! iai+ll " :'', IIIIIIIIIIII I I'' II (IIIIiIIIII11111' IlllidbI1111111111i, BUILDING DIVISION` OFFICIAL FROM(i + 1 I 1' Ilk1 II IRVINE, CA 92614 111QIIIIIQ111 ,lily boll' Ilillk. IIIIII11i NIIII IIIIIII 111illlllilll _i 1I 11111111 Iib1111111l 11i�111111111 Aidll 1IIIIIh REQUIRING THE CORRECTION Contact:Jeff Biederman OF ERRORS. 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By: i -, ,. 1 _ �q�a r RACKS I • AM S, WA License#5599 ,sqi ��o i -Hi NI- I I t(IIIIIIII -11113 I Iltp111111111h 1111111 IIII! 1111 map IIII -T IIIIIII VIII i' IUuI 111111 Iltll Iplrq O I'll +I •11 I'lliiiii 11 1111 I•I l '111 I I d1 :111 I l llllll (IIIIIIII T II�IAII) I 4m,111lI1l IUIE 111 i1 i; IIIIIIIIII I Itl� I1I 011TAI IIIIII11 1 I �' IIIIIII OFllllll I Illln I 1 I I ll 11 I� I (IIIIIIIIII II 11 1t II IIIIIIIII Iu 111 IIII.dII Ili! ,� dll 1111, iii ill II : IIIluulIIII 111n11Iu,nl uu€11AO,III Thud IliPI d11 11111uwau h iiiIIIInln11 biro ,I11111111nuu 0 8/26/20 20 KJM/2654 • -': .. l '. 1.' 1" ' :11111 IIII'( Ili II., Illlq1.1:11 IID! 111"111IIIIIIII VIII IIIIIIII I 11,111:11 VIII I. Ili } I 7 ,...,...,-.7.,:.•. 1 r.PL-7.-1, FTU I 1 1 pv n I '9 L I . ,I I 1111` I I I L II " I 4 I AI 1, Ir II I II I „r�lll 1. F I ryoh.. I ' I I I I I :III�--Jp II III I I' Y-5 qq 1, ( ,.r � F''',9 r "1'11 !Tal !! I 71' III i li r ■ 1 4 1 �L- J .'I rl' d,,,, k }I:1 - ul .,II j 11 Ir: I I1. I J 1 111: 111 111.1 111,11111: 1. _ 1 .1 `�1f I 1 I11,.Id IIII II l II LI IIII 1I1A111 : III CONSULTANT: 1'-, _ 4.-. 1�: } ,,_. ., ,I 1 I�; Il�l I �:�I11 ! 11. SII I IMI I I y ,,._�,v ,:iJ'' III ;Iq II „Ill :II,nbl - k.,:. --) " I --I I TI, 1 1114 'In1V'' . 'oil. p I. 11,.1 u III: I. LI. JIB III ISI IIII i1 ti 1111ruab :y 6 II nnl Iuwalll sl,11111I I Ill,lllu F 16. 1€IIg1 i_��71 unlln rr., YIw� III b O DIAMETER RE: REFERENCE I. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR PROPERTY OWNER: OWNER I REVISION ® AT -G- REFR. REFRIGERATED SHEET SHEET NAME c. CENTER UNE GA GAUGE REINF. REINFORCED BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. BKM PACIFIC SOUTH TRS 224, LLC BKM PACIFIC SOUTH TRS 224, LLC A W A N A # POUND or NUMBER GALV. GALVANIZED REQ'D. REQUIRED 1701 QUAIL STREET, SUITE 100 1701 QUAIL STREET, SUITE 100 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS S AND -A- G.C. GENERAL RM. ROOM EQUIPMENT,AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER NEWPORT BEACH, CA 92660 NEWPORT BEACH, CA. 92660 ARCHITECTURAL AB. ANCHOR BOLT CONTRACTOR R.O. ROUGH OPENING CONTACT: C.E. KAISER f400.00 COVER SHEET EXECUTION OF THE WORK. CONTACT: C.E. KAISER PHONE: 949.301.9241 NC AIR CONDONING G.I. GALVANIZED IRON R.O.W. RIGHT OF WAY EMAIL cekaiser+�bkr I mt.com AC. ASPHALTIC CONCRETE GND. GROUND RCP REFLECTED CEILING 3. AN GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY EMAIL cekaiserebkmmgmt.com9 A00.05 GENERAL NOTES AC.T. ACOUSTICAL CEILING GR. GRADE PLAN FAMILARIZE THEMSELVES WFTH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE A00.10 EGRESS PLAN& EXIT CALCULATIONS TILE GYP. BD.GYPSUM BOARD -S- EXISTING SITE AND CONDMONS PRIOR TO SUBMUTING A ALL SUB-CONTRACTORS ARCHITECT AL)0.1 1 ACCESSIBILITY DETAILS AF.F. ABOVE FINISH FLOOR H- S.C. SOLID CORE _ KEN McCRACKEN,ARCHITECT A�p0.12 ACCESSIBILITY DETAILS SHALL PROVIDE ALL LABOR, SUPERVISION,AND MATERIALS OF EVERY TYPEWHICH RMED INMAY BE r'' ,,;-----,-A;,:`''i � r}-�, ,',y ','',�,,-� `C -,� AF.G. ABOVE FINISH GRADE H.B. HOSE BIBB SCHED. SCHEDULE NECESSARY FOR A SUCCESSFUL COMPLETION OF ALL WORKTO BEPERFORMED =•�',,4, , . � ; ALT. ALTERNATE H,C. HOLLOW CORE SECT. SECTION ` 38 EXECUTIVE PARK, SUITE 310 A00.13 ACCESSIBILITY DETAILS AS.T.M. AMERICAN SOCIETY HDR. HEADER SHT. SHEEP GOOD AND WORKMANUKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING IRVINE, CA92614 OF DRAWINGS AND SPECIFICATIONS. THE PROJECT WILL BEA VANILLA SHELL OF A PORTION OF AN D(STING 45,978 S.F. BUILDING.THE FOR HOW. HARDWARE SIM. SIMILAR CONTACT:VANDANA KELKAR A,01,10 SITE PLAN (FOR REFERENCE ONLY) AREA OF REMODEL WILL BE 10,384 S.F. PHONE: 714.659.6739 TESTING &MATERIALS HR. HOUR SPEC. SPECIFICATION 4, THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF EMAIL vkelkarepmdginc.com A102.00 DEMOLITION FLOOR PLAN -B- HT. HEIGHT SO. SQUARE AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, THE EXISTING BUILDING EXTERIOR WILL REMAIN INTACT Wf -1 NO ADDED SQUARE FOOTAGE.THE A02.10 FLOOR PLAN BLDG. BUILDING W.M. HOLLOW METAL S.S. STAINLESS STEEL SEQUENCES PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION REMODELED INTERIOR SPACE WILL BE SUB-DMDED INTO {2} NEW SPACES OF 5,116&5,268 S.F. A02.20 REFLECTED CEILING PIAN BOT. BOTTOM HOR. HORIZONTAL ST. STEEL WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, FOR OFFICE USE. THERE IS NO SITE WORK PROPOSED. H B.O. BOTTOM OF HTG. HEATING STD. STANDARD A-02.21 CEILING DETAILS B.DA BACK OF HOUSE HVAC HEATING VENTILATION STOR. STORAGE SUB-CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS SCOPE OF WORK OUTLINE, INCLUDES BUT NOT LIMITED TO : A02.30 FINISH PLAN &SCHEDULE W -C- &AIR CONDTFIONING STRUCT. STRUCTURAL SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. C.B. CATCH BASIN H.W. HOT WATER S.O.V. SHUT OFF VALVE DEMOLITION INTERIOR WORK A03.00 ENLARGED RESTROOM PLANS&DETAILS W >- CJ. CONTROL JOINT -I- SUSP. SUSPENDED DEMOLISH {E)OFFICE WALLS AND DOORS FOR NEW OFFICE LAYOUT AS REQUIRED 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL 0 Z CLG. CEILING I.E. INVERT ELEVATION -T REMOVE {E) FLOOR FINISHES • TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. REMOVE E CEILING TILES AND GRID AS REQUIRED A05.00 INTERIOR ELEVATIONS, DOOR&WINDOWS SCHEDULES Q CTR. CLEAR INSUL INSULATION T. TREAD { ) X Z s C.M.U. CONCRETE MASONRY INT. INTERIOR TEL TELEPHONE • REMOVE {E) LIGHTING 6. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING MODIFY(E) HVAC DUCZWORKAS REQUIRED UNIT -L- TEMP. TEMPERATURE OF ANY CONFLICTS, ERRORS,AMBIGUITIES, OR DISCREPANCIES THAT THE CONTRACTOR • OPEN STUD WALL FOR (E} DOOR OPENINGS AT EXTERIOR WALL AD7.00 WAIL/PARTITION DETAILS ma Z O C/O CLEANOUT LAM. LAMINATED T&G TONGUE&GROOVE HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT BLDG INTERIOR WORK COL COLUMN LAV. LAVATORY T.O. TOP OF WILL ISSUE A WRITTEN RESPONSE. • NEW INTERIOR DEMISING WALL(S) COMM. COMMUNICATION LBS. POUNDS TYP. TYPICAL • NEW INTERIOR NON-BEARING PARTITION WALLS FOR OFFICES CONC. CONCRETE LL LANDLORD U- 7. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY • NEW FINISHES CONT. CONTINUOUS -M U.N.D UNI FCS OTHERWISE DEFECTS GR OTHER FAULTS IN HIS SUB-CONTRACTOR WORKMANSHIP AND/OR SUPPUED • NEW CEILING TILE, PAINT EXISTING GRID CONTR. CONTRACTOR MAX- MAXIMUM NOTED MATERIALS • NEW UGHTING I- C.W. COLD WATER ... ., r! ,li `� �' �-'�,'' '''-'1'l' N U.L UNDERWRITERS -D- FIBERBOARD LABORATORY r s ��I�?I ,, . 8. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS r 1 ,� w DEPT. DEPARTMENT MECH. MECHANICAL -V- AND VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE �J I1', J' `` J �) �' �'-��`=7 W DTL DETAIL MTL META- VERT. VERTICAL LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE U 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: DIA. DIAMETER M.H. MAN HOLE V.T.R. VENT THROUGH TO DD SO. DIM. DIMENSION MIN. MINIMUM ROOF CITY OF TIGARD TUALATIN VALLEY FIRE&RESCUE w J DN. DOWN MISC. MISCELLANEOUS V.I.F. VERIFY IN FIELD 13125 SW HALL BLVD. 1 1945 SW 70th AVENUE I� 9. BID SHALL INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTRACT - , D.S. DOWN SPOUT MTD. MOUNTED -W [ , r , �� TIGARD, OR 97223 TIGARD, OR 97223 DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL PRODUCT. ETC. IS NOT ACCEPTABLE J I DWG. DRAWING M.O. MASONRY OPENING W/ WITH WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TO BID PHONE: (503) 718-2439 PHONE: (503) 649 8577 Z -E- MUL MULLION W.C. WATER CLOSET DISCILIAVJFICAIION. 0 co {E) EXISTING -N- WD. WOOD BUILDING CODES Ce O N EA EACH (N) NEW W.H. WATER HEATER EFS EXTERIOR INSULATION N.I.C. NOT IN CONTRACT wio WITHOUT 2014 OREGON STRUCTURAL SPECIALTY CODE FINISH SYSTEM NO. NUMBER W.W.F. WELDED WIRE FABRIC 2018 INTERNATIONAL BUILDING CODE {IBC) CL C 1• ELEC. ELECTRICAL N.R. NON RATED 2017 NATIONAL ELECTRICAL CODE {NEC) < CN ENCL ENCLOSURE N.T.S. NOT TO SCALE 2018 UNIFORM MECHANICAL CODE (UMC) EJ. EXPANSION JOINT -O- 2018 UNIFORM PWMBING CODE {UPC} C EQ. EQUAL O.C. ON CENTER 2019 OREGON FIRE CODE (OFC) �J EQUIP. EQUIPMENT O.D. OUTSIDE DIMENSION O EXIST. EXISTING OPP. OPPOSITE EXT. !EXTERIOR -P- SITE SUMMARY -F- P.L. PROPERTY UNE • SITE ADDRESS 12232 SW GARDEN PLACE � F.D. FLOOR DRAIN PLBG. PLUMBING IZ F.F. FINISH FLOOR PLWD. PLYWOOD TIGARD, CA 97223 �N FIN. FINISH P.O.C. POINT OF CURVATURE Z FLUOR. FLUORESCENT P.S.I. POUNDS PER SQUARE CNI F.O. FACE OF INCH �_ F.R.F. FIBERGLASS P.T. PRESSURE TREATED BUILDING SUMMARY w REINFORCED PANEL -R- F.S. FLOOR SINK R. RISER JURISDICTION: CITY OF TIGARD FT. FOOT/FEET (R} RELOCATED OCCUPANCY: B REV DATE DESCRIPTION FTG. FOOTING RAD. RADIUS USE: OFFICE FURR. FURRING R.D. ROOF DRAIN CONSTRUCTION TYPE: V-B (IXISTING) 08.24.20 INITIAL AGENCYSUBMITTAI FIRE SPRINKLERS: YES r A '''''A \, -Pf �',Ll f 1((--"\ l'; I;;I �'' '!I '[ J�' ALLOWABLE NUMBER OF STORIES: 2 PER TABLE 504.4 VICINITY MAP ALLOWABLE BUILDING HEIGHT: 60'-0' PER TABLE 504.3 ALLOWABLE AREA 27,000 S.F. PER TABLE 506.2 F° SW Map+eteat St r - - PLAN DETAIL REFERENCE X DOOR NUMBER Q p SHEET NUMBER - - (E) NUMBER OF STORIES: 1 In "twOak St � (E) BUILDING HEIGHT: +/-20'-0" (NO HEIGHT CHANGE) * C, THIS SIGNIFIES DETAIL - WINDOW TYPE O (E) BUILDING AREA 45,978 S.F (NO NEW BUILDING AREA) sw Pine St ci sw Plne St a CD N IS ON SAME SHEET - WALL TYPE O PARKING ANALYSIS: NOT IN SCOPE OF WORK ro SW Spruce St m E I ELEVATION REFERENCE _ IXfTAN/1LYSIS: REFER TO EGRESS PLAN ON SHEET A00.10 Z SHEET NUMBER KEYNOTE © eiy s _ o O SUB-ELEVATION LEITER A `', _ a L ,Iw=y EQUIPMENT CALLOUT C) �°iv M`� a m N sw Lam' J ELEVATION REFERENCE D 411)( B / �, O °��4 IMIIIIIE- BMW 1- SHEET NUMBEF. REVISION NUMBER /I\ ■ ro etr t DRAWN BY: R.A. „�:- ` ROOM NAME ROOM LABEL [ / 1 G e cr vSt �' F: ~C C I satin CHECKED BY: V.K. c PLAN DETAIL REFERENCE ROOM NUMBER 101 3 ,R SHEET NUMBER0 s SW Baylor St t?' ARCH. PROJECT NO.: CO _ _ 1. FIRE ALARM (AS REQUIRED) r i B KM20001 .2 C� COLUMN GRID LINE NUMBER �44r ' �^ 0 �^ a a n `^ SECTION REFERENCE0 J &'9a ta9w N SHEET NAME: SHEET NUMBER FINISH CALLOUT X-X �' tiP m ; ; °`P Z - R ,, W DETAIL SECTION REFERENCE - - P� '_ y A `i COVER SHEET SHEET NUMBER CEILING HEIGHT - X-X I °4, .crmoso Way k [ 1 a Q - CEILING FINISH CALLOUT - X X f ,, ., ,7; J ELEVATION HEIGHT 0'-0"AF.F. "�" a ii • SHEET NUMBER: -Am-- ELEVATION .- �} evelan�Rd ELEVATION LOCATION II-1- PROJECT SITE N ,t !iii �., 1-1 GP Sw Cwrl2agd Sr LAYOUT STARTPOINT SL SW Hampton Sr NOR I Ill T IpltlWl„ IglllI.II q IM"gl '1411 Prot �I IIIIHllglw IwlWll� Mlgl uNII uw" �N�''m 'i � �,� I�'' !� �,I' ; T 4) i i;Iw l'i KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 1. NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: 1. ALL WORK AND MATERIALS SI-AllBE IN COMPLIANCE APPLICABLE FEDERAL,STATE BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCT1ON/INSTALLATION 38 EXECUTIVE PARK AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING 28. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT;THE OF THEOWORK SPECIFIED HEREIN,YOU AGREE UTCOMPLY WITH THE REQUIREMENTS OOTHE SUITE 310 ADAAND OR OTHER ACCESSIBILITY CODES. CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING CITY OF TIGARD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION IRVINE, CA 92614 AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN Contact:Jeff Uedermon THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED BY THE OREGON (9491 430-7051 2. THE CONSTRUCTION DRAWINGS,ADDENDA, BULLETINS, ETC.,ARE PROVIDED TO ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NONRESIDENTIAL ENERGY. CONSTRUCTION CODE. jiiederman@pmdginc.com ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALITY OF CONSTRUCTION MATERIAL AND 29. ALL CONSTRUCTION RELATED PARKING MUST BE ACCOMMODATED ON-SITE. NO 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: WORKMANSHIP THROUGHOUT. CONSTRUCTION RELATED PARKING IS PERMITTED OF SITE. BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION 3. THE CONSTRUCTION DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION 30. REFER TO STRUCTURAL SHEETS FOR UST OF REQUIRED STRUCTURAL SPECIAL INSPECTIONS. OF THE WORK SPECIFIED HEREIN,YOU ACKNOWLEDGE AND ARE AWARE OF THE REQUIREMENTS OF THE CITY OF TIGARD FOR SPECIAL INSPECTIONS,STRUCTURAL CONCERNING EXISTING CONDITIONS, ETC.,VERIFICATION MUST BE DONE IN THE FIELD. _ LARGE SCALE DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. 31. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES,TEMPORARY GUARD RAILS, COMPONENTS, S,CONSTRUCTION THE STATEMENT TESTINGOF AND OFF-SITE FABRICATIONNSND, OF BUILDING JEFF LIEDERMAN, ARCHITECT AND CANOPIES NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY AS REQUIRED BY THE COMPONENTS, CONTAINED IN STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED �� _M� BY THE OREGON BUILDING CODES. 1 SEAL: -" "� -._ .», 4. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH THE LOCAL AUTHORITIES, SECTION 3306, CBC. EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES, CONTRACT DOCUMENTS.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, 32. THE CONTRACTOR SHALL VERIFY AND PROVIDE IN BID,ALL"FIRE LANE REQUIREMENTS IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. AND ARCHITECT OF/WY DINS SCREPANCIES.THE COR TO NTRACTOR F ANY�BE RESPONSIBLE NS�IBLE FOR/�1.L (SIGNS,LETTERS, PAINTING, ETC.)AS REQUIRED BY THE FIRE DEPARTMENT. �ED A UC�j CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO. 33. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH THE MOST MODERN NOISE 4. THE RD,CODEVELOPMENTEVMATERIALS TESTING LABORATORY MUST SE APPROVED BY THE CITY OF ,3 (I MUFFLERS AVAILABLE AND ALL ENGINES SHALL BE KEPT PROPERLY TUNED. TIGARD, SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS,AND w KENNETH J. �� 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION,THE CONTRACTOR SHALL VERIFY M RACKS EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, 34. THE CONTRACTOR SHAD-BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING 5. FABRICATOR MUST BE APPROVED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES FOR THE • INCLUDING SANITARY SEWER,STORM SEWER,WATER,GAS,ELECTRICAL TELEPHONE, ETC. CONSTRUCTION. FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. - AM S, WA ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE , n License#5599 ATTENTION OF THE ARCHITECT. 35. THE CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE, SO AS 6. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO,AND NOTA vCom\ NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF SUBSTITUTE FOR,THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING '& 0= ' < : 6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONSTRUCTION AND MEET THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES.THE INSPECTOR. CONDITIONS AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS. FOR WORKERS AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION 08/26/2020 ON THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO 36. WHEN THE ARCHITECTS, CML ENGINEER'S,CITY MID/OR COUNTY STANDARDS DIFFER,THE EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE.WHERE DAMAGE OCCURS, MORE RESTRICTIVE SHALL PREVAIL ALWAYS INFORM CONFUCTING INFORMATION TO THE KJM/2654 THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS ARCHITECT. CONSULTANT: Pr - « ....= REQUIRED TO THE OWNER'S APPROVAL AT NO ADDITIONAL COST.THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SET-UP AND COORDINATION OF ALL THE UTILITY SERVICES FOR THE PROJECT AND SHALL ALSO OBTAIN FINAL SITE ADDRESS. 7. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE ON 38. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND - PROCEDURE,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE ANY SHUT DOWN OF LIFE SAFETY OR BUILDING SYSTEMS SF-tALL BE APPROVED AND WORK ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. COORDINATED IN ADVANCE WITH THE OWNER AND THE LOCAL BUILDING DEPARTMENT 8. THE DESIGN ADEQUACY,AND SAFETY OF ERECTION BRACING, SHORING,TEMPORARY 39. SIGNS, EXCEPT AS INDICATED ON ADA TOILET ROOM SIGNS,ARE PROVIDED BY THE SUPPORTS, ETC. DURING DEMOUTION AND/OR CONSTRUCTION IS THE SOLE OWNER'S SIGN CONTRACTOR.THE OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT RESPONSIBILITY OF THE CONTRACTOR,AND HAS NOT BEEN CONSIDERED BY THE SIGN BASE(CONCRETE,STONE, BRICK, ETC.)IF PROJECT REQUIRES DECORATIVE BASE REFER STRUCTURAL ENGINEER OR THE ARCHITECT. TO DRAWINGS.THE GENERAL CONTRACTOR SHALL PROVIDE ROUGH-IN&FINAL CONNECTION. 9. ALL WORK NOTED"N.I.C."OR"NOT IN CONTRACT"IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE CONTRACTOR AND IS NOT TO BE PART OF THE 40. UPON COMPLETION OF PROJECT,THE CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS CONSTRUCTION AGREEMENT.THE GENERAL CONTRACTOR SHALL COORDINATE WITH AS REQUIRED BY THE LOCAL JURISDICTIONS AND FURNISH TO THE OWNER EVIDENCE OF "OTHER'CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE OWNER AND/OR THE AU..SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. TENANT. 41. WHERE EXISTING TENANTS/BUSINESSES ARE ADJACENT TO THE JOB SIT E/TENANT,THE __.�.- :1---,:,.. -:= 10. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE-EXTREME NOISE CONSTRUCTION CONTRACT DOCUMENTS, FIELD CONDITIONS,AND CONFIRMING THAT WORK IS BUILDABLE SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS.THE CONTRACTOR SHOULD NOTIFY -- -. ,-_-;..._;.,.....z.„-:.._7_ }- AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS BUILDING REPRESENTATIVE(S)OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK__ ` - Z -_ REGARDING THESE OR OTHER COORDINATION ITEMS,THE CONTRACTOR IS RESPONSIBLE _ _ FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK 42. THE CONTRACTOR AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT-AND - -:"--- - =- _ 1 IN QUESTION OR RELATED WORK. SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE LN W } CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND E t Z 11. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. t ,4 4 d: (AS-BUILT DRAWINGS")AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT& _ SUITE# 1 - EXIT WIDTH AND NUMBER CALCULATIONS KEN McCRACKEN, ROOM GROSS AREA(S.F.) OCCUPANT LOAD OCCUPANCY LOAD ARCHITECT FACTOR Architecture•Program 1:1aragement-Permitting FUTURE LEASABLE AREA 3077 300 11 OPEN OFFICE SPACE 1254 100 13 38 EXECUTIVE PARK ___-- SUITE 310 OFFICES 227 100 3 IRVINE, CA 92614 CONFERENCE ROOM 386 15 26 Contact Jeff Liederman {949}430-7051 TOTAL AREA 4,944 53 jliederman©pmdginc.com GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE BUILDING WALLS AND DEMSING WALLS. INCWDES ALL OCCUPABLE AREAS, INCLUDING AREAS OF CIRCULATION. RESTROOM AREA-EXEMPTED ACCESSORY AREAS JEFF LIEDERMAN, ARCHITECT • EXIT ACCESS TRAVEL DISTANCE(TABLE 1017.2) SEAL: ._- :. S-I 250' WITH SPRINKLER SYSTEM B 250' WITH SPRINKLER SYSTEM ,\< DARc, • MAXIMUM COMMON PATH OF TRAVEL(TABLE 1006.2.1) KENNETH J. S 100'WITH SPRINKLER SYSTEM 4 M RACK ) B 100'WITH SPRINKLER SYSTEM • TOTAL EGRESS WIDTH REQUIRED TIBC SECTION 1005.3.2) AM S, WA License#5599 j)/\ 73 MAXTERIOR OCCUPANT x 0.15"= 10.95" AV( '9J' OF c�� • TOTAL EGRESS WIDTH PROVIDED: (1 ®36") 34'x 1 CLEAR DOOR EXIT= 36' 08/26/2020 12 OD 36°134'x 2 CLEAR DOOR EXIT= 68" KJM/2654 TOTAL = 104" • CONSULTANT: • • 104'> 10.95' THEREFORE REQUIRED EGRESS WIDTH OK \ \ • RECM MINIMUM DISTANCE BETWEEN EXITS= I/3 DIAGONAL DISTANCE OF AREA SERVED (FULLY FIRE SPRINKLERED) 1 ` 1 \ 1 1 1'-0'/3= 37'-0" MIN. DISTANCE BETWEEN EMS. • 102'6">37-0' THEREFORE DISTANCE BETWEEN EXITS PROVIDED OK. OF EXITS REQUIRED 2 \\ 5-O \\ y y # OF EXITS PROVIDED 2 / --44-. i� y 6 " k `� / to I SUITE #2- EXIT WIDTH AND NUMBER CALCULATIONS A OCCUPANT LOAD __ o -- ..—_ .--- �._...___�� / 0 1>� – _ _ �. n —� ,� -= �'� I ROOM GROSS AREA{S.F.) CTOR OCCUPANCY LOAD { ' / `n FUTURE LEASABLE AREA 3708 300 13 r- - - ,_ 1 I OPEN OFFICE SPACE 806 100 9 I" r >. - - - - - - - - - i — '��� I I_I I OFFICES ---- 1z9 ... .. - -__ 100 2 W J CONF. 1 CONF. I CONFERENCE ROOM 179 15 12 . 1 1 , • Roots II I to >- 1 1 I , TOTAL AREA 4,822 36 X 0 Z I ' r GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE BUILDING 0 Z 1 RECEPTION I II WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, INCLUDING AREAS OF I I - - - - - - - 1 CIRCULATION. rn QZ � _ i I RESTROOM AREA-EXEMPTED ACCESSORY AREAS X V I FUTURE LEASABLE AREA 1 — -— - t F. . 1 r 1 I : • EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) 1 • - OFFICE/ I- - �51� 1 - • • • . OFA I r 1 OPEN 1 B 250 WITH SPRINKLER SYSTEM 71: 1 1 OFFICE/SHOWROOM 1 1*0 2 1 1 '' 1 1 • MAXIMUM COMMON PATH OF TRAVEL(TABLE 1006.2.1) U--� w 21MI � �, + 1 D , 1 1 U 0 IZ •o'v 1 t&. F.E. 1 O 1 OFFICE 1 B I00'WITH SPRINKLER SYSTEM M • I • iiaj1 • � � 1m & 1 1 1r 1 �4 e 1 ---1 TOTAL EGRESS WIDTH RECHJIRED CIBC SECTION 1005.3.21 Lu _1 Imie en • Sb • imi mil 47 MAX INTERIOR OCCUPANT x 0.15"= 7.05" 7 c o'T r 1 , . 4� BREAK AREA 1 O Z (� ), �;1. ii --{ , h F "" • TOTAL EGRESS WIDTH PROVIDED: w N 1 `�'' 1 — — C� 0 (N dr `_ I I 12 ®36"134"x 2 CLEAR DOOR EXIT= 68" n JL.� ' = 1 1■ 11 Q k 1 i 1p0141 TOTAL = 68` o� 0 1 1 ` ! Q �� 1a 68">7.05" THEREFORE REQUIRED EGRESS WIDTH OK r---7-= v SUITE 1' ' Jr 1 ., ' O 1 ii: 1 • REQ'D MINIMUM DISTANCE BETWEEN EXITS= 1/3 DIAGONAL DISTANCE OF AREA SERVED I— 2 1 L7 i' (FULLY FIRE SPRINKLERED) • - -1 1 . 1 z- 0 - 13 ;► r UNISEX I0 A kir 1 F.E. II I 125-2"/3= 41'-8" MIN. DISTANCE BETWEEN EXITS. N - i R.R. < _ UNISt102' >41'-8 THEREFORE DISTANCE BETWEEN EXITS PROVIDED OK. co I 1 gm — 0 R.R. ip I' IZ N rQ� _• i 1 OF EXITS REQUIRED 2 `.J = I - _.. ...39_, r ° J - L I # OF EXITS PROVIDED 2 - 1 SURE 1 REV DATE DESCRIPTION 1 7 1 08. 4.20 tNfTIAL AGENCY S 1BMii AL 1 1 1 LIFE SAFETY & EGRESS CALCULATIONS 1 WAREHOUSE FUTURE 1 1 LEASABLE AREA 1 KEY DESCRIPTION 1 1 1 1 OA CLEAR FLOOR SPACE AT EXTERIOR OF DOOR. CI 111171111111111111111IIIlII11111111111111111 N 11111111 - - ` \( 1 1 MAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. _ - __ 1 1__ -. N ^1 _ _ _ _ _ _ _ J - - - - - - — — — — — — — — — — — — — — — — — — — — — — — - - - N r ACCESSIBLE PATH OF TRAVEL CO (MIN. 44' CLEAR WIDTH) CD I Nv ® ILLUMINATED EXIT SIGN. < _, ------ ----- -- - - P FA. yI ® I – I (ARROW INDICATES DIRECTION I— l �, �� P � ,----� �---- -- -- �I �� 1 � .__.... �� � �--yr.._'..�'�_ - - -- T® EXIT I• DRAWN BY: R.A. / �\` 4 - SEE ELECTRICAL DRAWINGS. CHECKED BY: V.K. - r' / Ln �-- — --- MAXIMUM TRAVEL DISTANCECO /� ARCH. PROJECT NO.: __, 4, 547 1, ], 5-0" )( D OCCUPANT LOAD B KM20001 .2 0) SHEET NAME: " U F.E. FIRE EXTINGUISHER: SEE SHEET A02.I 0 FOR SPECS EGRESS PLAN & EXIT w CALCULATIONS Q NORTH SHEET NUMBER:MI III i 11111 11111 ,11 ,..-R, 1 EGRESS PLAN 1/8•= I'-0• EGRESS LEGEND - "' ILII, REQUIRED ACCESSIBLE ACCESSIBLE PARKING SPACE NOTES: -�---- \\ PARKING SPACES KEN McCRACKEN, \\ TOTAL PARKING REQUIRED MINIMUM NUMBER 4F 1. CAR PARKING SPACES SHALL BE 96 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE ARCHITECT I IN LOT ACCESSIBLE SPACES 132 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH,AND SHALL HAVE AN -- - •, To 25 1 ADJACENT ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE 96 INCHES WIDE 61 Architecture•Program Management•Permitting ' A �,f 26 To 50 2 MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. ACCESS AISLE MARKED T i s1 TO 75 3 Z. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE.TWO PARKING SPACES SHALL BE PERMITTED PARKING 38 EXECUTIVE PARK DISCOURAGE PARKING IN THEMsifkli Q 7610 100 4 TO SHARE A COMMON ACCESS AISLE ONLY ,� c�` 101To150 5 c SUITE 310 ,!,a 151 TO 200 6 3. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES WIDE MINIMUM. IRVINE, CA 92614 201 TO 300 7 4. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. ,, �O��p 301 TO 400 8 5. ACCESS AISLES SHALL BE MARKED TO DISCOURAGE PARKING IN THEM. �` Contact:Jeff Lederman 401 TO 500 9 6. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY.ACCESS AISLES SHALLBE PERMITTED TO 1949)430-7051 J �i 501 TO 1000 Z PERCENT OF TOTAL BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH jliederman©pmdginc.com S<` 1001 N ID OVER 20 PWS 1 FOR EAO-1 O 100 OVER 1000 SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 7 CAR s 7. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN Z t...9 VAN ?`i LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2 2 8. PARKING SPACES,ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A cg --z- \ C VERTICAL CLEARANCE OF 98 INCHES MINIMUM. VAN CAR O �QF 9. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS,WHEN ''°��, PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES r- t/ w„ ��Cy \ PARKING SURFACE , SEA' L:FF LIEDERMAN, ARCHITECT w s��� \\ Lk (// tit PARKING SIGN �-. i \\ q�� SIGNAGE AND IDENTIFICATION OF SPACE NOTES: ��`\�D ARCy a , 1. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL KENNETH J. �c OF ACCESSIBIUTY COMPLYING WITH SECTION 703.6.3.1. M RACKS - 65 * 96"PERMITTED 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE Z ��' WHERE AISLE IS 96". • *132" 60" ) �'96" #� � OR AN ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE." MIN. MIN. MIN. l * 96"PERMITTED �' 3. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND - AM S, WA WHERE PJSLE IS 96 CX, ANGLED PARKING SURFACE MEASURED TO THE BOTTOM OF THE SIGN. cr� License#5599 �O� PERPENDICULAR PARKING �� 0F ..��,;� N.T.S. N.T.S. 08/26/2020 502 502.7 matzo 07-0a20 KJM/Y6-j4 CURB RAMP NOTES: PROTRUDING OBJECT NOTES: CONSULTANT: -�- !I. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE Z 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12.WHERE PROVIDED, CURB THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 2 i ) RAMP FLARES SHALL NOT BE STEEPER THAN 1:10 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. 2. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT THEY DC) 2. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL m I \' NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES,OR PARKING ACCESS AISLES. OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 AT LEAST AS CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, -f- - - - - WIDE AS CURB RAMP EXCLUDING ANY FLARED SIDES. I X> 12" Z INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR 3. THE CLEAR WIDTH OF CURB RAMP RUNS EXCLUDING ANY FLARED SIDES), SHALL BE 36 INCHES 1/4" il/ !/2" 0 MINIMUM. 1/4' 2 �� T i 3. WGROUND. HERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR opo PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS 4. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS.THE LANDING CLEAR LENGTH 4 FLARED SIDES I:I 0 MAX. SHALL BE 36 INCHES MINIMUM.THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE I/4'' NI.-- xy 4" MAX 4 MAX g x> 12" GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR SLOPE MEASURE©PARALLEL CURB RAMP, EXCLUDING ANY FLARED SIDES LEADING TO THE LANDING.THE SLOPE OF THE T OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM TO CURB LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. fN ABOVE FINISH FLOOR OR GROUND. THE SLOPING PORTIONS OF 5. THE CROSS SLOPE OF CURB RAMPS SHALL BE 1:48 MAXIMUM. HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO 6. COUNTER SLOPES OF ADJOINING GUTTERS,AND ROAD SURFACES IMMEDIATELY ADJACENT TO POST MOUNTED PROTRUDING OBJECTS COMPLY. SLOPE �� J SLOPE THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20.THE ADJACENT SURFACES AT TRANSITIONS VERTICAL CHANGE IN LEVEL BEVELED CHANGE IN LEVEL 4" MAX 4. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES AT CURB RAMPS TO WALKS, GUTTERS,AND STREETS SHALL BE AT THE SAME LEVEL ,r' MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 5. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. PERPENDICULAR CURB RAMP CHANGES IN LEVEL NOTES: - 1. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND t 48" MIN. t WITHOUT EDGE TREATMENT. #'" 2. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. li W I z 3. CHANGES IN LEVEL GREATER THAN 1/2 INCH HIGH SHALL BE RAMPED. x Ivo W r SLOPE SLOPE� N IL drim l7z m X 11, Za. -`1,--"Lrl. - , r4 R- PARALLEL CURB RAMP PROTRUDING OBJECTS VERTICAL CLEARANCE CO 1 3 N.T.S. .- N.T.S. N.T.S. . = 406 303 ,-- c 307 Cr). m afl 47.08 07.09.20 l • 12 MIN HANDRAIL NOTES: I- * , I k ao I ,� r 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS THAT EXCEED 6 INCHES IN RISE. DOMINANT DIRECTION OF TRAVEL Z r'2 oa2. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLIGHT OR RAMP RUN. \ W W / `r `Y' INSIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS SHALL BE CONTINUOUS BETWEEN m m m FLIGHTS OR RUNS. `/ Ilinglik 3. TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 INCHES MAXIMUM 1/2" MAX iirij VERTICALLY A130VE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. HANDRAILS SHALL BE AT A �..�.;;;" CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NOSINGS,AND RAMP SURFACES. UJ J STAIRS RAMPS WALKING SURFACES 4. CLEARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL BE 1-1/2 INCHES 0_ MINIMUM. CARPET TILE HEIGHT 5. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE Z OBSTRUCTED ALONG THEIR TOPS OR SIDES.THE BOTTOMS OF HANDRAIL GRIPPING SURFACES SHAM NOT O CO BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH.WHERE PROVIDED, HORIZONTAL 1 1/2" MIN - W N TOP HANDRAIL PROJECTIONS SHALL OCCUR 1-1/2 INCHES MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING r:/ 0 N EXTENSION AT STAIRSSURFACE. LONG DIMENSION 1 1/2" MIN t 6. HANDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF PERPENDICULAR TO 0- Ce N. 1-1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. DOMINANTITH 7. HANDRAIL GRIPPING SURFACES WA NON-CIRCULAR CROSS SECTION SHALL HAVE A PERIMETER DIRECTION OF DIMENSION OF 4 INCHES MINIMUM AND 6-1/4 INCHES MAXIMUM,AND A CROSS-SECTION DIMENSION TRAVEL HANDRAIL CLEARANCE OF 2-1/4 INCHES MAXIMUM. 1/2" MAX. 0 CX NOTE: 12" MIN 8. HANDRAIL GRIPPING SURFACES AND ANY SURFACES ADJACENT TO THEM SHALL BE FREE OF SHARP OR AELONGATED OPENINGS 0 12" MIN ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. X=TREAD DEPTH 9. RAMP HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INCHES MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL,GUARD,OR k �y THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT RAMP RUN. GROUND SURFACE NOTES: i X--/---X 1- 10. AT THE TOP OF A STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 < Ce INCHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RISER NOSING. EXTENSIONS SHALL RETURN TO 1. FLOOR&GROUND SURFACES SHALL BE STABLE, FIRM AND SUP RESISTANT. N 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, A WALL, GUARD,OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN Z ADJACENT STAIR FLIGHT. PAD OR BACKING OR NO CUSHION OR PAD. (N II. AT THE BOTTOM OF A STAIR FUGHT, HANDRAILS SHALL EXTEND AT THE SLOPE OF THE STAIR FLIGHT FOR A 3. OPENINGS IN FLOOR OR GROUND SURFACES SHALL NOT ALLOW PASSAGE OF A SPHERE _ HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. EXTENSION MORE THAN 1/2 INCH DIAMETER. W N (-) BOTTOM HANDRAILHANDRAIL SHALL RETURN TO A WALL, GUARD,OR THE LANDING SURFACE,OR SHALL BE CONTINUOUS TO THE 4. ELONGATED OPENINGS SHALL BE PLACED SO THAT THE LONG DIMENSION IS �- i� EXTENSION AT STARS HANDRAIL OF AN ADJACENT STAIR FUGHT. PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. EXTENSION AT RAMPS Aggairailil REV DATE DESCRIPTION N.T.S. N.T.S. 0 08.24.20 INITIAL AGENCY SUBMITTAL - 505 302 -Q7 CCM 07.06.X1 ■ RAMP NOTES: -if' 60" MIN.--* t 60" MIN. 1 t 60" MIN. 4, } WALKING SURFACES NOTES: 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER in 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM,AND SUP RESISTANT. T THAN 1:12. 1 1/2" MAX. 1 1/2 MAX. z 2. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. 2. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER RADIUS 1/2" O THAN 1:48 30'MAX I I 3. THE CROSS SLOPE OF WAWNG SURFACES SHALL NOT BE STEEPER T1HAN 1:48. CV LANDING RAMP RUN LANDING RAMP RUN LANDING Z 3. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE ) 14. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREETURN AROUND AN ELEMENT WHICH 0 IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL BE 42 INCHES MINIMUM APPROACHINGAND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. (�Jb 4. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHESTHE TURN, 48 INCHES MINIMUM AT THE TURN AND 42 INCHES MINIMUM LEAVING THE T MINIMUM. HANDRAILS AND HANDRAIL SUPPORTS THAT RADIUS OF TREAD EDGE ANGLED RISER CU VED NOSING BEVELED NOSING II��II TURN. WHERE THE CLEAR WIDTH AT THE TURN IS 60 INCHES MINIMUM COMPLIANCE WITH -I IARE PROVIDED ON THE RAMP RUN SHAM NOT PROJECT r SECTION 403.5.1 SHALL NOT BE REQUIRED. CV INTO THE REQUIRED CLEAR W1DTW OF THE RAMP RUN. ;�jl II II 5. ANACCESSIBLEROUTEWITHA CLEARWIDTH LESS THAN 60 INCHES SHALL PROVIDE PASSING 5-AT LEAST AS WIDE AS RAMP 5. THE RISE FOR ANY RAMP RUN SHAH BE 30 INCHESIII II .��V I V I�. SPACES AT INTERVALS OF Z00 FEET MAXIMUM. PASSING SPACES SI WLL BE EITHER:A SPACE b0 O RUN STRAIGHT CHANGE IN DIRECTION MAXIMUM. STAIRWAY NOTES: INCHES MINIMUM BY 60 INCHES MINIMUM; OR,AN INTERSECTION OF TWO WALKING 6. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE I �-Q-1 I �I SURFACES PROVIDING A T SI-CAPED SPACE. 5/ BOTTOM OF EACH RAMP RUN. I II 6. THE CLEAR WIDTH OF ACCESSIBLE ROUTES SHALL BE 36 INCHES MINIMUM __ J 1. ALL STEPS ON A FUGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHTS AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INCHES HIGH MINIMUM AND 7 INCHES HIGH MAXIMUM. 42" MIN. �� )( 42" MIN. 7. RAMP LANDING SLOPES SHALL NOT BE STEEPER THANa. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES I- 1:48. TREADS SHALL BE I 1 INCHES DEEP MINIMUM. MINIMUM FOR A LENGTH OF 24 INCHES MAXIMUM PROVIDED THAT REDUCED 8. LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS 2. OPEN RISERS ARE NOT PERMITTED. X<48"_„/ 36" MIN. 36" MIN. WIDTH SEGMENTS ARE SEPARATED BY SEGMENTS THAT ARE 48 INCHES LONG DRAWN BY: R.A. ~ THE WIDEST RAMP RUN LEADING TO THE LANDING. 3. TREADS SHALL BE PERMITTED TO HAVE A SLOPE NOT STEEPER THAN 1:48. 180 DEGREE TURN X<4$" MINIMUM AND 36 INCHES WIDE MINIMUM. C •1` 9. LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG 4. THE LEADING 2 INCHES OF THE TREAD SHALL HAVE VISUAL CONTRAST OF DARK-0N-LIGHT $0 DEGREE TURN CHECKED BY: V.K. C f MINIMUM. OR UGHTON-DARK FROM THE REMAINDER OF THE TREAD. IE XCEPIIONI ARCH. PROJECT NO.: CO 10. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT 5. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2 INCH D LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MAXIMUM. RISERS SHALL BE PERMITTED TO SLOPE UNDER THE TREAD AT AN ANGLE OF 3024" 24" AXIB K M 2000 1 .2 (n MINIMUM BY 60 INCHES MINIMUM DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROJECTION OF THE NOSING SHALL 48" MIN. x 1 1. A CURB, OR BARRIER SHALL BE PROVIDED THAT PREVENTS EXTEND 1-1/2 INCHES MAXIMUM OVER THE TREAD BELOW. mAxMAX' THE PASSAGE OF A 4 INCH DIAMETER SPHERE,WHERE ANY PORTION OF THE SPHERE IS WITHIN 4 INCHES OF THE _ _ SHEET NAME: I 1 7. 1 U TOP LANDING LANDING FINISH FLOOR OR GROUND SURFACE. 2 Z Z Z AI VS AlI z ACCESSIBILITY w ACCESSIBLE ROUTES SHEET NUMBER: - N.T.S. iDETALS;405 . ..... ....... .. .... .... ....... .. ...... .... . . . .. . .. ... . ..... ...... .. ...... ...... .. ...... .. . ...... .............1 II 1-32" MIN.+ --32" MIN.* -*32" MIN.+ DOOR NOTES KEN McCRACKEN, _ � Tf- a _ _ 1. REVOLVING DOORS, REVOLVING GATES,AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE AND SHALL - - - 7 COMPLY WITH SECTIONS 402.3 AND 402.4. ARCHITECT TWO LEAVES SHALL E_ :c lure•Program Management•Permitting 1 II II 3. DOOR OPENINGS ONE SF HHAIJ PROVIDE A CLEAR WIDTH OF 3E ACTME LEAVES OF DOORWAYS 2 WITH MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH ; _ 1 z I z18" MIN. I Z I z_ r z SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN 9 18" MIN. A'- N I I I I Z Z_ I I 38 EXECUTIVE PARK 24" MIN. 90 DEGREES. IN ALTERATIONS,A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE J I 1 I I . 22" MIN. I I Z4" MIN. I SUITE310 PERMIDFORTHELATCHSIDESTOP.FOLDING DOOR I I I I I fJrI I I 4. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES ABOVE THE IRVINE, CA 92614 X�8 FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BEEN 34 INCHESAND80 INCHES Contact:Jeff tederman CR WIDTH OF DOORWAYS �. B. _ I = 1L _ _ 6. MIN ___ - - J L - J l - - - - - �- - - - - - ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 9491( 430-7051 - . -rte �-r -ri--- 5. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 jiiederman@pmdginc.com l INCHES OF THE LATCH SIDE OF A DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, sr V >r L1 FRONT APPROACH. PULL SIDE PULL SIDE HINGE APPROACH. PULL SIDE SIDE APPROACH POCKET OR HINGE APPROACH LATCH APPROACH. PULL SIDE STOP OR LATCH APPROACH \ALE n- MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. .,] , " - ' \ 6. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL NOT SLOPE STEEPER THAN 1:48. Z 60" MIN. `� Z 7. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. 48' MIN. 1 - 8. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES 1 0 I .- I- - - r -< - i r �� I MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE, THE SPACE BETWEEN THE DOORS II I I I I- 7 I < J SHALL PROVIDE A TURNING SPACE.I I IJEFF LIEDERMAN, ARCHITECT \ 1.1r- / I Z I Z z 12" MIN. I I I I z I I z z I I z 9. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES SHAT BE OPERABLE WITH 1 2 12' MIN. I 12" MIN. J ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE SEAL: I r24 MIN. I I 24" MIN. ICo N I 27'MIN. I Co I 22" MIN. I REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. t I I / �� J )( 1 )( I * I .r )' I I- �, 10. OPERABLE PARTS OF HARDWARE SHAVL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR R L - - I X>F L - - - - J _ 1 L _1 L - - - - _I OR GROUND. 1-. 1.111, 1111.11111.1, - - - _ + 'I, - - _ AO 'I� _H + 11. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE-11 n�D A Q • �j/ \ TIME'�� 12. THE FORCE IF D ORTO MOVE THE DOOR TO A POSITION PUSHIING OR PUWNG OPENAN NTERRIF 12 DEGREES FROM IOR DOOR OR GATE STHE LATCH IS 5 SECONDS HALL BE 5 POUNDS MAXIMUIINIMUM. �� ` `i(��� J? 48" MIN. iri11 13. THE FORCE FOR PUSHING OR PUWNG OPEN REQUIRED FIRE DOORS SHALL BE THE MINIMUM OPENING FORCE KENNETH J. ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. M RACKS 1 k 4 J 4 L J k 4 L,4 k 4 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED \ / VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR \` ,/ GATE. ` AM S, WA 15. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL-PPOWERED AUTOMATIC License N 5599 FRONT APPROACH, PUSH SIDE, FRONT APPROACH PUSH SIDE, DOOR PROVIDED WITH LATCH APPROACH. PUSH SIDE LATCH APPROACH, PUSH SIDE, HINGE APPROACH. PUSH SIDE HINGE APPROACH, PUSH SIDE, �� DOORS IN SERIES FRONT APPROACH DOOR PROVIDED WITH BOTH PUSH SIDE BOTH CLOSER AND LATCH DOOR PROVIDED WITH CLOSER DOOR PROVIDED WITH BOTH DOORS SHALL COMPLY WITH ANSI/BHMAA156.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITH ,SI CLOSER AND LATCH CLOSER AND LATCH ANSI/BHMA Al 56.19. iF OC O'(� N.T.S. 08/26/2020 1404 m.aa KJM/2654 SIGN TEXT 2. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE -. - - � CONSULTANT: 1. WHERE BOTH VISUAL AND TACTILE CHARACTERS ARE REQUIRED, EITHER ONE SIGN WITH THE DOOR AT THE LATCH SIDE.WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS BOTH VISUAL AND TACTILE CHARACTERS,OR TWO SEPARATE SIGNS, ONE WITH VISUAL, WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF.WHERE A AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS,THE SIGN SHALL 2. RAISED CHARACTERS SHALL BE DUPIJCATED IN BRAILLE. BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR.WHERE THERE IS NO WALL SPACE 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE THEIR BACKGROUND, AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS II a o UPPERCASE AND SANS SERIF FONT. SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE T 4. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM . BE 5/8 INCH MINIMUM AND 2 INCHES MAXIMUM BASED ON THE HEIGHT OF THE BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND )11\ Eit-.:7,...: _ UPPERCASE LEI 1 ER"I". THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN 5. STROKE THICKNESS OF THE UPPERCASE LETTER -I SHALL BE 15 PERCENT MAXIMUM OF THE POSITION. HEIGHT OF THE CHARACTER. / I SIGN BRAILLE VISUAL CHARACTERS DIRECTIONAL SIGN LSA SIGN TEXT 1, CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS I I. BRAILLE SHALL BE CONTRACTED(GRADE 2)AND SHALL COMPLY WITH SECTION 703.4. SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK ENTRY&DIRECTIONAL SIGN NOTES: 1 2. BRAJLiE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. g 2 TABLE 703.4.3.THE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE 2. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR 1. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE, USED BEFORE THE FIRST WORD OF SENTENCES, PROPER NOUNS AND NAMES, INDMDUAL GROUND. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF w ° LETTERS OF THE ALPHABET, INITIALS,AND ACRONYMS, ACCESSIBILITY. 4im3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL PICTOGRAMS 2. SYMBOLS OF ACCESSIBILITY AND THEIR BACKGROUNDS SHALL HAVE A NON GLARE FINISH. w��■r FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI LINED, BRAILIJ SHALL BE PLACED SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS, WITH EITHER A UGHT HEIGHT OF TACTILE CHARACTERS BELOW THE ENURE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/Z INCH 1. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND SYMBOL ON DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. TACTILEBRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 3. DIRECTIONAL SIGNS THAT INDICATE THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE (MAXIMUM FROM ANYOTIV OTHER ELEMENTS CHARACTERS AND 3/8 INCH MINIMUM FROM RASED 2. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL SHALL BE PROVIDED AT NON-ACCESSIBLE ENTRANCES. ~ BORDERS AND DECORATIVE CONTR ST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A11111 W SIGN INSTALLATION DARK PICTOGRAM ON A LIGHT FIELD. 1. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THEW >- FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST g 0 Z BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND ill1Q Q SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST UNE OF RAISED CHARACTERS. Z E W1UU N.T.S. 1 N.T.S. 703 743.4 0708..o '' ^^ a. m,aezo V) ) STORAGE: 9. NUMERIC KEYS SHALL BE ARRANGED IN A I2-KEY ASCENDING OR DESCENDING CHECKOUT COUNTERS: I- TELEPHONE KEYPAD LAYOUT.'THE NUMBER EVE KEY SHALL BE TACTILELY DISTINCT FROM 1, WHERE BINS ARE PROVIDED FOR ENVELOPES,WASTE PAPER,OR OTHER RJRPOSES,AT THE OTHER KEYS. 1. WHERE CHECK-OUT AISLES ARE PROVIDED,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE WITH THE IBC. LU LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE. 10. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES.CHARACTERS WHERE CHECK-OUT ASLES SERVE DIFFERENT FUNCTIONS,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE UJ L[[2__ 7 8 9 1 3. STORAGE SHA2. A CLEAR LL COR OR ROUND SHALL COMPLYESHALL WITIH AT PROVIDED. AND SYMBOLS ON KEY LEAST ONE F THE REQUIRED ACCESSIBLE CONTRAST SHALL BE EITHERFACES SHALL CONTRAST VISUALLY UGHT-ON-DARK OR DARK-ON-UGHT. M K1 Y SURFACES.VISUAL WITH THE IBC FOR EACH FUNCTION.WHERE CHECK-OUT ASLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, REACH RANGES. 11. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMBOLS AS FOLLOWS:ENTER OR ACCESSIBLE CHECK-OUT AISLES SHALL BE DISPERSED. `/ 4 5 [ 6] [ 4 5 6 4. OPERABLE PARTS SHALL BE OPERABLE WT1H ONE HAND AND SHALL NOT REQUIRE TIGHT PROCEED KEY: RAISED CIRCLE;CLEAR OR CORRECT KEY: RAISED LEFT ARROW;CANCEL KEY: Z. CHECKOUT COUNTER SURFACE HEIGHT SHAH BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.THE TOP OF THE N GRASPING, PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS RAISED LETTER EX;ADD VALUE KEY: RAISED PLUS SIGN; DECREASE VALUE KEY:RAISED COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE ( 7 8 9 1 2 3 _I MINUS SIGN. t * ( 0 i[ #, * 0 # 12. THE DISPLAY SCREEN SHALL BE VISIBLE FROM A POINT LOCATED 40 INCHES ABOVE THE SALES AND SERVICE COUNTERS: > CHECK-OUT COUNTER. W __ ATM REQUIREMENTS: CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE MACHINE. 1L, 13. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE IN A SANS SERIF FONT.CHARACTERS 12-KEY 12-K Y 1. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. SHALL BE 3/16 INCH HIGH MINIMUM BASED ON THE UPPERCASE LETTER T.CHARACTERS g g I. WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF SALES COUNTER AND SERVICE COUNTER SHALL BE ACCESSIBLE.WHERE O (y) ASCENDING DESCENDING 2. CONTROLS SHAUL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT SHALL CONTRAST WTTN THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A C;ARKa) COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,ACCESSIBLE COUNTERS ALSO SHALL BE DISPERSED. w GRASPING,PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE BACKGROUND OR DARK CHARACTERS ON A UGHT BACKGROUND. m f•'3 2. THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. C/ 0 N OPERABLE PARTS SHALL BE 5 POUNDS. 14. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. ' - - -' 1, 3. A PORTION OF THE COUNTER SURFACE THAT IS 36 INCHES LONG MINIMUM AND 36 INCHES HIGH MAXIMUM ABOVE THE FINISH 3. OPERABLE PARTS SHALL BE WITHIN AN ACCESSIBLE REACH RANGE. -_� - FLOOR SHALL BE PROVIDED.A CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH ADJACENT TO a- C• N. 4. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE THE 36 INCH MINIMUM LENGTH OF COUNTER. OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDMDUALS. FOODSERVICE COUNTER CHECK-OUT AISLE COUNTER 4, WHERE THE PROVIDED COUNTER SURFACE IS LESS THAN 36 INCHES LONG,THE ENTIRE COUNTER SURFACE SHALL BE 36 INCHES Q CN 5. MACHINES SHALL BE SPEECH ENABLED.OPERATING INSTRUCTIONS AND ORIENTATION, HIGH MAXIMUM ABOVE THE FINISH FLOOR. r � VISIBLE TRANSACTION PROMPTS,USER INPUT VERIFICATION,ERROR MESSAGES,AND ALL 5. WHERE COUNTERS OR TELLER WINDOWS HAVE SECURITY GLAZING TO SEPARATE PERSONNEL FROM THE PUBLIC,A METHOD TO V o DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY 36" MIN. FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED O TUSABLE BY INDMDUALS WITH VISION IMPAIRMENTS.SPEECH SHALL BE DELIVERED RAISED 1 -1 THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT COUNTER ""' LIMITED TO,AN INDUSTRY STANDARD CONNECTOR OR ATELEPHONE HANDSET.SPEECH ACCESSIBLE FOOD SERVICE LINES: 0 w a_ SHALL BE RECORDED OR DIGITIZED HUMAN,OR SYNTHESIZED. COUNTERZ v) 0 6. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED.VOLUME CONTROL 1. WHERE SELF SERVICE SHELVES ARE PROVIDED,AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHAM _ _ SHALL BE PROVIDED FOR THE SPEECH FUNCTION. COMPLY WITH REQUIRED REACH WAGES. (� rY 7, WHERE RECEIFTS ARE PROVIDED SPEECH OUTPUT DEVICES SHAM PROVIDE AUDIBLE 2. THE TOPS OF TRAY SLIDES SHALL_BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. mowCO Q ,� � O L3ALPJVCE INQUIRY INFORMATION, ERROR MESSAGES,AND ALL O1HER INFORMATION ON THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. _i:-1)-:_ ' n 4- 8. AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL SI-ALL BE PROVIDED FOR EAOHTIVE W N v ATM REACH HEIGHT FUNCTION.WHERE PROVIDED,KEY SURFACES NOT ON ACAREAS OF DISPLAY SCREENS,SMALL BE RAISED ABOVE SURROUNDING SURFACES.WHERE MEMBRANE KEYS I- I` ARE THE ONLY METHOD OF INPUT,EACH SWUL BE TACTILELY DISCERNIBLE FROM SERVICE COUNTER FRONT ELEVATION SURROUNDING SURFACES AND ADJACENT KEYS. ,;_- ,,,,;,;;6 REV DATE DESCRIPTION Ana I N.T.S. _ I N.T.S. Q 08.24.20 INITIAL AGENCYSUBMII'AL 1707 I 07.08 , av ... _._.. _ FORWARD REACH: • . 1. WHERE A FORWARD REACH IS UNOBSTRUCTED,THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM 60" MIN. 60" MIN. x _- - ? AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. ! N 1�,� -. 2. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH / -- - \ Z z �__ - ATHE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTUCI1ON.THE II � ,. I I u I HIGH FOR+IVA�D REACH SHAl1 BE 48 INCHES MMUM WHERE THE REACH DEFTH IS20 INCHES MMUM. / \ Z 1 ittf �� ,� il_i O WHERE THE REACH DEPTH EXCEEDS 20 INCHES,THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM \ IQ QI Z I I I I o I _I�' �', l � klf7 ANDTHEREACHDESHALLBE25INCHESMUM. ML J � - - FI F SIDE REACH: 1 1 r III -�II I ,, 48" MIN. j 36" MIN. N 47 )( )( \ / N 2 I I 30" MIND y CO REACH DEPTH REACH DEPTH REACH DEPTH 1• WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE ` / BASE �_ ,r �� QREACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHAL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH10" MAX. 10" MAX. 10"to 24" MAAX. SHALL BE 15 INCHES MINIMUM Al3QVE THE FLNISH FLOOR OR GROUND. j, 36" MIN. jr ,, FORWARD PARALLEL A J2. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CL PSR FLOOR OR GROUND SPACE AND THE ELEMENTj_ LLF- ___.. T______ Q12" MIN. 1Z" MIN. < SIDE REACH WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. L - _ J 3. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND CIRCULAR SPACE T-SHAPED SPACE 60" MIN. DRAWN BY: R.A. REACH DEPTH THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM.THE HIGH SIDE REACH SHALL BE 48 INCHES REACH DEPTH 1 GREATER THAN ` MAXIMUM FORA REACH DEPTH OF 10 INCHES MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 10 INCHES,THE CLEAR FLOOR SPACE NOTES: ALCOVE CHECKED BY: V.K. 20" MAX. CO 20"to 25" MAX. - HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FORA REACH DEPTH OF 24 INCHES MAXIMUM. TURNING SPACE NOTES: 1. SLOPES NOT S I EEPER THAN 1:48 SHALL BE PERMITTED. ARCH. PROJECT NO.: �� 2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES �} 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMI l I ED. MINIMUM. B KM2000 1 .2 co �� t � �� 2. CIRCLE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE 3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHAIL BE PERMITTED TO Lwin SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. INCLUDE KNEE AND TOE CLEARANCE. SHEET NAME: �l'«n' 3. T-SHAPED TURNING SPACE SHAD_BE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND 4. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED 0 �:�iz- � �Itrz;��� ANSI Al 17. 1 �;;, �__�__, �;;„_�__ � BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. z I '/Ulr I 1-- 1111`�`' 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF 5. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN w OBSTRUCTIONS 24 INCHES MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. ACCESSIBILITY AND TOE CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. 6. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES. 0 FORWARD REACH OVER OBSTRUCTIONS 4. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES UNLESS OTHERWISE 7. ALCOVES SMALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES. DETAILS Q SPECIFIED. SHEET NUMBER: J Q N.T.S. N.T.S. - - 1 N.T.S. 1308 , .` 304 1305 - Z 07.08.20 07 01320 Q7 CB Z • SINGLE USER SIZE: DRINKING FOUNTAIN NOTES KEN McCRQCKEN, 1. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED.WHEN PROVIDED,ONE LOWERED DRINKING 1. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 FOUNTAIN AND ONE DRINKING FOUNTAIN FOR STANDING PERSONS SHALE BE PROVIDED. ARCHITECT INCHES MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. 2. WHERE A SINGLE DRINKING FOUNTAIN FOR STANDING AND SEATING PERSONS IS PROVIDED, IT SHALL BE FERMI!I ED TO Arcliiteclure i ray�- Management'.Pew-tu n' ng TOILET COMPARTMENT SIZE: BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS. 59" MIN. 59"MIN. 3. UNITS SHALL HAVE A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR A FORWARD APPROACH AND CENTERED ON 38 EXECUTIVE PARK ®FLOOR MOUNTED WC �6 FLOOR MOUNTED Wc� I I. WHEELCHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, THE UNIT. SUITE 310 AND 56 INCHES DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 59 INCHES DEEP MINIMUM FOR FLOOR MOUNTED WATER 4. KNEE AND TOE CLEARANCE SI-ALL BE PROVIDED. IRVINE, CA 92614 56" MIN. / _ 56" MIN. / / 56"MIN. / CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR ®WALL MOUNTED WC 6 WALL MOUNTED WC Contact:Jeff Liederman TOILET COMPARTMENT DOORS: 5" MAX TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. 1949}430-7051 r6. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. jiiedermon@pmdginc.com 15" MIN. I. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 EXCEPT THAT IF THE APPROACH IS �` �,n 7. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE z„, I 0 �� FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. z D Z 0 TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALL AND ANY OBSTRUCTION 8. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM I SHALL BE 42 INCHES MINIMUM. 0 0 (� 2. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. FROM THE FRONT OF THE UNIT.THE ANGLE OF THE WATER STREAM SHAH BE MEASURED HORIZONTALLY RELATIVE TO o 3. WHERE LOCATED IN THE FRONT PARTITION,THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION THE FRONT FACE OF THE UNIT.WHERE SPOUTS ARE LOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT,THE OTHER / FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES illitlilIPPdFI-7 ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM.WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND FIXTURES NOT MAXIMUM FROM THE FRONT PARTITION. 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT,THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES JEFF LIEDERMAN, ARCHITECT i WITHIN WC a = 4. THE DOOR SHALL BE SELF-CLOSING. CD MAXIMUM. SEAL: CLEAR SPACE DOOR SHALL NOT / 5. A DOOR PULL COMPLYING WITH SECTION 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. 9. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES REQUIRED INTO N MUM 6. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. ;P(----_.:-.7., 1 m MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. [I COTHE TOE CLEARANCE: � SIZE OF CLEARANCE AT SIDE OUT-SWINGING DOOR SIDE 1N-SWINGING DOOR 1. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHAM PROVIDE ATOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE � '/� WATER CLOSETS IN FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION C. KENNETH J. SINGLE USER RESTROOM SUPPORT MEMBERS. C- M RACKE 2. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE ATOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. 3. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES WIDE. • 59"MIN. 59"MIN, DRINKING FOUNTAIN DRINKING FOUNTAIN - AM S, WA 0 FLOOR MOUNTED WC' ' 0 FLOOR MOUNTED WC" AMBULATORY ACCESSIBLE COMPARTMENTS: SPOUT LOCATION ELEVATION License#5599 56"MIN. ' ' 56"MIN. I. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM AND A WIDTH OF 36 INCHES. .//' ���� 0 WALL MOUNTED WC ®WALL MOUNTED WC ' 2. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404, EXCEPT THAT IF THE APPROACH OF • IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY yLTER OBSTRUCTION SHALL BE 42 INCHES MINIMUM. THE DOOR SHALL BE SELF-CLOSING.A DOOR PULL COMPLYING WITH SECTION N.T.S. 08/26/2020 DOOR0 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO i 149.5.602 Z O Z 0 LOCATION THE MINIMUM REQUIRED COMPARTMENT AREA 07.0120 KJM/2554 2 OVERLAP: CONSULTANT: o �k3 I/2" MIN. i 1. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL.BE PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB �' 13 1 IZ" MIN. 1' - 'y 4" MAX, BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND -v- = _ • CLEARANCES REQUIRED AT OTHER FIXTURES,AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED 42" MIN. OSWIN�INTO NOT 4 WITHIN THE REQUIRED WATER CLOSET CLEARANCE. REQUIRED MINIMUM WATER CLOSET: `" AREA OF THE COMPARTMENT [I 1 1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.THE CENTERLINE OF THE END OUT-SWINGING DOOR END IN-SWINGING DOOR TOILET COMPARTMENT WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE INSULATE PIPES �c DOORS WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY J m IL__+_7_ ACCESSIBLE TOILET COMPARTMENT. 2. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM -,` MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A UFTED POSITION. SEATS SHALL BE 2 INCHES N. HIGH MAXIMUM. LAVATORY ELEVATION 0 -1 --PARTITION - PAR1TflON ��1 Z (7) ,. LAVATORY NOTES: WALL HUNG TYPE STAT TYPE 6" MIN. = / b" MIN. -b0 1. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE URINAL NOTES: AD CLEARANCE SHALL BE PROVIDED. 1. URINALS SHALL BE THE STALL-TYPE OR THE WALT HUNG TYPE WITH THE RIM 17 INCHES 2. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE MAXIMUM ABOVE THE FINISH FLOOR THE OR GROUND. P'`'r. ! ",`r \ CES. 3. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM 2. URINALS SHALL BE 13-1/2 INCHES MINIMUM MEASURED FROM THE OUTER FACE OF a 9" MIN. V I Z" MIN. THE URINAL RIM TO THE BACK OF THE FIXTURE. Z OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. OO CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE Z 4. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 3. AW 47 }� TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO D. 4UOSHCONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAVE OPERATED FLUSH Z :1 i., ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. HAND-OPERATED METERING FAUCETS ELEVATION ELEVATION SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT W 6" MIN. ADULT CHILDREN 36" GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TOE (I \- 5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR z OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. Q a ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. Z 41 TOE CLEARANCE TOE CLEARANCE AMBULATORY COMPARTMENT E O 1 jTOILET ROOMS & COMPARTMENTS 603. , N.T.S. 606 N.T.S. I >. . N.T.S. 07 07 10 07� 6� 0,043,20 (/) GRAB BAR NOTES: CLEAR SPACE I- 2 1. GRAB PARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND 1. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY -,le-39%41"" f ON THE REAR WALL. FIXTURE. LV Z. THE SIDE WALL GRAB PAR SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES 7"-9" 2. WHERE THE TOILET ROOM OR BATHING ROOM IS FOR INDMDUAL USE AND A 30 INCH X 48 INCH LLJ / 54" MIN. °p MAXIMUM FROM THE REAR WALLAND EXTENDING 54 INCHES MINIMUM FROM THE REAR � if-1/I CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, 12" MAX. WALL. DOORS S1-TALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED �-/ - 3. A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE n FOR ANY FIXTURE 42" MIN. . i BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE .4. F ' ' • _ THE FLOOR,AND WITH THE CENTER UNE OF THE BAR LOCATED 39 INCHES MINIMUM AND Z TOILET ROOM ACCESSORIES W J 441 INCHES MAXIMUM FROM THE REAR WALL ' 2 1. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTAJ I FD WITH THE BOTTOM a_ m 4. THE REM WALL GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. ' m m SHALLCENTERUNE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES 2. COAT HOOKS BE LOCATED WITHIN 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 7 MINIMUM ON THE OTHER SIDE. DISPENSER UNIT LOCATION 3. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH O L Cr) 5. THE REAR GRAB BAR SHALL BE PERMUTED TO BE 24 INCHES LONG MINIMUM, CENTERED FLOOR. UJ Z ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMIT A LENGTH OF 36 INCHES 4. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS,WASTE RECEPTACLES, OR OTHER ACCESSORIES (Z0 N SIDE WALL GRAB BAR MINIMUM DUE TO THE LOCATION OFA RECESSED FIXTURE ADJACENT TO THE WATER ARE PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN iv CLOSET. ACCESSIBLE ROUTE.ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 48 INCHES MAXIMUM a- C N \ 6. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1-1/4 ABOVE THE FINISH FLOOR. CN I-1/2"_/* INCHES MINIMUM AND 2 INCHES MAXIMUM. r =-" 5. TOILET PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF *36" MIN. f MIN. 7. THE SPACE BETWEEN THE WALL AND THE GRAB PAR SHALL BE I-1/2 INCHES. THE SPACETHE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER.THE OUTLET OF THE t`J f\ �/ BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE DISPENSER SHALL BE BELOW THE GRAB BAR, 18 INCHES MINIMUM ABOVE THE FINISH FLOOR AND O 24" MIN. 12" MIN. 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS III / TO MIRROR SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT ABOVE SHALL BE 12 INCHES MINIMUM. 1 ' ' L -10 O SURFACE CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. I PROJECTING OBJECTS RECESSED OBJECTS 8. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 -- 1- INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING 0 SURFACE. SPACING OF GRAB BARS 9. GRA313ARS AND ANY WA L OR OTHER SURFACES ADJACENT TO GRAB BARS SMALL BE FREE °�D QN OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. . � CO Q TRANSFER SIDE 10. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. I I 11. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT CNI THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SEAT TOWEL WASTE PRODUCT TOWEL SOAP MIRROR W N � SPACE. COVER & DISPENSER _ 12. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL DISPENSER WASTE I- r- 1.__ REARWALL GRAB BAR OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE GRAB BAR, TOILET ROOM ACCESSORIES FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. REV DATE DESCRIPTION N.T.S. N.T.S. A08.24.20 INITIAL AGENCY SUBMITTAL 604,649 - ,.. 603.604 07.08.10 07.0 20 .. _ TOE CLEARANCE 1. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH lEl. FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. T - - z 2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAMMUM UNDER AN ELEMENT. p 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE TOE N .Ill -- I Q CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT. -__- O aura � _MIN. L - - - J 9" m 4. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES N ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. 5. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. 6" MM. 17"-25"� - N ELEVATION PLAN KNEE CLEARANCE 0 0 I. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND TOE CLEARANCE SHALL BE CONSIDERED KNEE CLEARANCE. J 2. KNEE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE Q FINISH FLOOR OR GROUND. • I- 8" MIN. 3. WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE KNEE DRAWN BY: R.A. ~- IZ CLEARANCE SHALL BE I I INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, C AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. CHECKED BY: V.K. C ,,- � b. IT - - - - 4. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL CO Z Z BE PERMITTED TO REDUCE ATA RATE OF I INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. ARCH. PROJECT NO.: r� ` i 1 5. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM.o B KM2000 i .L ro ' CD N �� , L_ - - J . :,.::,,s: ' Jr 1, 25'. X I SHEET NAME: r 1 I" MIN.- ` ANSI Al 17. 1 Vz ELEVATION PLAN ACCESSIBILITY o Q KNEE CLEARANCE DETAILS SHEET NUMBER: Q N.T.S. I- _ 306 07 OB. Z KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permdting 38 EXECUTIVE PARK SUITE 310 IRVINE, CA 92614 Contact:Jeff Liederman (949)430-7051 jliederman@pmdginc.com JEFF LIEDERMAN, ARCHITECT 13 S EA L:t7. 7. :._—_»—.— /- rAttrt S. KENNETH J. M RACKS �► 01 Q P► - AM S, WA r/// / ,,, License#5599 , ////////// // / "9°4' nr ilik<s.. .) / CJ O\ 1844 /,/,„, /`//f//, / //// f f//'/ • 11 08/26/2020 i 1 KJMJ2654 ,/7/ = '\ =b= r CONSULTANT:, =-_ - _ // ,; \ , \ \ C4.0, �, t / ID IVI ./. / *11:\ / O; 011)‘/• ' , r 1 = �, '�' 11950 '' // ,/ice/ \ , / , 11959 • • •\ _/// N.I.C. /, NNN -.%' // Sitir."-- X //' \ -0.- * \ ,,,_.':',k.-.4- ,7 ict .... It \ , ... — \ .47'''.----- \ , ..... 14 ,t \ \ 4 \ \ lkio 0//7 / A ;,100, \ . v)- \ //\ it W ic00,0000! 12000 , \ Z LLIU N.I.C. • / ♦ W .__I 1= /'-'' 10 > Cl... 3—cr[ // Z * /\\ , /3/.// \ •ro• .......0.." / Op 0 CO....... . ".. ...'*"."*"."*""' '".* ,r06 , ••• V / / / / • . NN,....„,...... 7/ '/ • ii_ Ce h• ; 1,4 .1 °4414111°411111111111111111% .4• 14•14•044,444000.0.01111. . ..k.‘,,., iki / \ 44:( 0%. i ce 1I1I1N111NI ♦ //// //3 \ `/ 11111) 0 O ac ► ''''''' iiii7,.....! ler120b0 pari � � Noi, N CZ , , 4/4" \ < aral i N. , ,„.. „_/// , co < . z r _____ )re b , I N 0 _._ 7 ® - ( ACC .,,.,.� _ , /j/ r ,, �- `.. PARKING ,� =o= ,� , ' \ __ /. �' J /',,: • iiii ' "'' ' '", , 7 �� ../ r/ REV�DATE DESCRIPTION '//71:,::11,1t:// /" j ji / % 121OY 'f' ` 08.24.20 INITIAL AGENCY SUBMITTAL IV Ly t �/, N.I.C. " Af . 12232 r— , , �► x \ 1 -r,, t- 12150 j •� o /�''' ,%' . • ' ; ff i ,� 4,1 /� • SCOPE OF WORK UMIT UNE ' Cssl ri, s +. A02.10 "� •. ,�, ►•1 "' , // .,� ..•. (E)PROPERTY UNE \ ...... _________.. I ..... ......„......... _______ ---- .......-- 8 ..„,,,_ • ,... Apr /' ,/, (E)ACCESSIBLE PARKING (V 7 ..... _ 1 . — CD _ 'r , _ —E- -E- =4• -E- — (E)ACCESSIBLE PATH TO PUBLIC WAY ] _A. ' '' /, -eir \ .....1 � DRAWN BY: RMP ... I MN. �• • CHECKED BY: VVK 2 \1ARCH. PROJECT NO.: — a) ""— —I - B KN20001 .2 " I • LISHEET NAME:• _ = - * * FOR RE ER Nc i__. 0 N Ly* * ..... ... , - _ EXISTING SITE PLAN z Ill 0= 35 70_ 140 210 280 >,� } FOR REFERENCE o ONLY VA J SCALE: 1"=70'-0" NORTH SHEET NUMBER:C...2===.71---=,. Q ' SITE ?u,nnti''4A 1 "1 III ( # ) KEYNOTE DESCRIPTION KEN Mc C RAC K E N, 1. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT Architecture•Fragram Management•Permitting 2. (E) DOOR TO REMAIN. INSPECT, PATCH &REPAIR TO ASSURE GOOD WORKING ORDER 38 EXECUTIVE PARK 3. (E) ROLL UP DOOR TO REMAIN. INSPECT AND ENSURE GOOD WORKING SUITE 310 CONDITION IRVINE, CA 92614 Contact:Jeff Liederman 4. (E) STOREFRONT SYSTEM TO REMAIN. PROTECT IN PLACE. (949)430-7051 jkiederman@pmdginc.com 5. (E) ELECTRICAL EQUIPMENT/PANEL TO REMAIN. PROTECT IN PLACE. 6. (E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS AS NEEDED. PREP.TO RECEIVE NEW PAINT. 7. (E) DOORS TO BE REMOVED AND STORED TO BE REUSED AT NEW LOCATION JEFF LIEDERMAN, ARCHITECT 8. REMOVE (E) DOOR,WINDOW AND FRAMES. U.N.O SEAL: 9. REMOVE EXISTING FLOORING IN ITS ENTIRETY INCLUDING BUT NOT UMITED TO TILE,VCT, ETC. DOWN TO EXISTING CONCRETE SLAB-FILL-IN CRACKS, PITTING, ETC.NRE& PREPAREREQUIREMENT.AS \ED ARCREQURED PER NEW FISH MANUFACTURINRED-CLEAN & ,\cti 10. REMOVE INTERIOR WALLS INCLUDING GYP. BOARD, STUDS, PLATES, KENNETH J. �� ANCHORS. BLOCKING, BRACING, ETC. U.N.-GENERAL CONTRACTOR M RACKS SHALL VERIFY AND LOCATE ALL STRUCTURAL WALLS INCLUDING BEARING WALLS, SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL • NOTE 13. AM S, WA License#5599 11. REMOVE EXISTING SUSPENDED CEILING AND UGIT FIXTURES. PROTECT IN PLACE DOTING CEILING GRID, DIFFUSERS, DUCTS, METAL SUSPENSION, ETC. U.N OF9�F O���0 12. REMOVE PLUMBING FIXTURES, CUT&CAP(E) PLUMBING LINES BELOW 08/26/2020 SLAB. G.C. TO SALVAGE&REUSE (E) FIXTURES WITH APPROVAL BY OWNER. KJM/2654 • 13. REMOVE (E) STUD ASSEMBLYTO HEIGHT OF (E) DOOR TO PROVIDE CONSULTANT: `• ACCESS TO EXISTING EXTERIOR ROLL UP AND MAN DOORS. • •• 14. REMOVE EXISTING T-RBAR CEILING GRID,TILES AND UGHT FIXTURES TO • PREP FOR NEW GYP. BD. CEIUNG. • 15. DEMOLISH PORTION OF (E) STUD WALL TO MAKE ROOM FOR NEW DOOR • • AND FRAME • • • • • • `\ N F., \ \/ 1 Y f CD 1 CO CD 'A n IL_._..:--: r Ir.--- . . _ / 6I O i KEYNOTES - DEMOLITION Z agi 6 I III Q ¢ 1. ALL SUBCONTIiALTORS WIIl BE RESPONSIBLE FOR REMOVAL OF OWN DEBRIS. � a 2. GENERAL CONTR CTOR SWELL MAKE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR III I Ca a 8 _ 1I �� ALL REUSABLE MATERLNS. O -=E==a_ = - I 3. "AS-BUILT" DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. II I I it DISCREPANCY BETWEEN ACTUAL BUILDOUT AND DEMOLITION PLANS MAY EXIST.• 111 0 6 CONTRACTOR TO FIELD VERIFY. = 4. GENERAL CONTRACTOR ALONG WTH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE Cn .7 PROJECT SITE TO EVALUATE ALL ELECTRICAL MECHANICAL&PLUMBING SERVING EXISTING CAR WASH I- 6 EQUIPMENT TO DETERMINE WHAT CAN BE RE-USED. 5. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE w 6 ,, TO DEMOLITION INDICATED ON THIS PLAN. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY DISCREPANCY IS w = FOUND. U = - 6 6. GENERAL CONTRACTOR SHALLEXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY, SO I I AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE Q _ 6 I I CONDMONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECTEDLY w J • ' P0114J 1 , • . ' _ LJ DURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDIATELY Cl- � � � _ DOSS 6 AND NOTIFY THE ARCHITECT AT ONCE. J / , °°' BUILDING 8 I 7. WHERE PLUMBING, MECHANICAL OR ELECTRICAL SYSTEMS/ITEMS ARE SPECIFIED TO BE Z co IT J _ --- © - 9 = 1 REMOVED,THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEXED/CAPPED0 = 10TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. w N n 1I i� I THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY LL 0 (N I I E T T r -_-_-5-- 6 I DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. a. �/ N, 77-= I I II `�\ /�/ III I 8. WHERE EXISTING WALLS, CASEWORK, FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, rrr r r r r rl r(r r r JS J }L L __ I NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH CN MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, 0 r I I - 15 II CUPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BE ��`N6 I I REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS 0 5 6 ri alII Q IfIIDEMOLITION. I IL - 9. GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ANY AND ALL SAW CUTS OF -E-1- t i i . 1--- ; ' r- r �� I r- J EXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL I I 'III I / I I I \I I I !I II _ _I_J_�' l _ 1. --- !I 1 I 10 SHALL BE MINIMIZED WHEREVER POSSIBLE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO N Ce IIfrii !I I I BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW I I j �T`` ,� I _ I I I I CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR LESS CON I � ' 4 I _ I PER 1000 SQ. FT.WITHIN 30 DAYS OF POUR. t� N-( _ _ _ _ �.��" _-_,' \� u`, 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE w N _;I1 I DEMOLITION PROCESS SHALL BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR I- ,- I- 6 ) Iillubrr-51 I I __� NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/ FLOATED FOR 9S I I II 0 I I I I - f MOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SUITABLE FOR FUTURE = -� I I I 1 -1I I \� 1 APPLICATION OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB REV DATE ' DESCRIPTION = B I . f II i I I / I I / I I' TO BEA MIN. OF 4'THICK SUITABLE FOR INSTALLATION OF BOTH CARPET AND A 08.24.20 INITIALAGENCY SUBMfTrAL 11 II / I I / II 11 i III I 1 8 ) T1LE.(I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. ORI FCS PER 1000 SQ. FT.) - /____= _�,,E1 ll I ,:_-_-,--,,,-.„..,-._--� �_� LL A ti_ , �'L- L it WThIN30DAYS OFPOUR. 'I I 1 I. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE I I I' PLANTINGS TO AVAILABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANYI I $ I I EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLYi IL-- __��_=3-9 -- --�- -I I_-___�-__ -��____, m �JJOTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOLITION TO .y lril r{urrI rrr rilr rrr 111 III lrrl ri, - I �� !I III �( 10 } `�� 1 11� ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION } 1 i I L ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. � II I I 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILLS LESS THAN 1 S.F. CAN BE PREPARED BY O I I alb SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, I II U 4 THIS SHEET. E I E 6 ) I � ® 13. VERIFY STRUCTURE&LOAD BEARING WALLS BEFORE ANY WALLS ARE REMOVED. PROVIDE - N _ ® SHORING BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF EXISTING - . -- co ' ® n es © I I I Np ' I 1 STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT I I I II IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME J i. II I__ r ____7. _ I I OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. II II 1 II co /Lr---1- _. '1 �` II �� � � .tu uf -- --- GENERAL NOTES - DEMOLITION DRAWN BY: R.A. - •CHECKED BY: V.K. C I co -- - J KEY DESCRIPTION MARCH. PROJECT NO.: © D D (E)WALL CONSTRUCTION TO REMAIN B KM20001 .2 Cn SHEET NAME: Ett DEMISING WALL TO REMAIN 0 ._lIISlllllllllllllkiiI:TALI (E) (E) CONSTRUCTION TO BE DEMOUSHED DEMOLITION Lu . • FLOOR PLAN 0 Q [-__-] (E) STOREFRONT WINDOW TO BE REMOVED NORTH ■SHEET NUMBER: iiir. 'll VIII dlllprll II , r DEMOLITION FLOOR PLAN 1/8 I -0• SYMBOLS LEGEND iIII�I II�IIi���l�. I11111�Eil��l �, r�.� - Z . -- # ) KEYNOTE DESCRIPTION KEN McCRACKEN, 1. (E) SC DOOR&TIMELY FRAME. PAINT DOOR&FRAME PER FINISH SCHEDULE A02.31. ARCHITECT Architecture•Program Munugement•Permittirn- 2. (E) ROLL UP METAL DOOR . REFER TO DOOR SCHEDULE 38 EXECUTIVE PARK SUITE 310 3. (N) 6" FULL-HT PARTITION W/5/8" GYP. BD. FINISH. IRVINE, CA 92614 Contact:Jeff Liederman 4. (N) INTERIOR SIDELTE WINDOW. 3'-0"x6-6" DRYWALL WRAPPED OPENING SET IN (949)430-7051 "U"-CHANNEL(ALIGNED WITH TOP OF DOOR FRAME). jliedermanpmdginc.corn 5. PROVIDE (N) BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, U.N.O. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 6. PROVIDE FIRE EXTINGUISHERS)-WALL-((MOUNTED AT FUTURE LEASABLE AREA; SEMI-RECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXITNGUISHER IS 46"TO 48"AFF OR PER FIRE DEPT. JEFF LIEDERMAN, ARCHITECT REQUREMENTS. SEAL: '' _ 7. (N) FULL-SIZE REFRIGERATOR, SS FINISH. CONTRACTOR FURNISHED/CONTRACTOR INSTALLED. 8. IN)34"H COFFEE BAR COUNTER W/COUNTERTOP, SINK&BUILT-IN BASE CABINET, UPPER ��ED A,Qa CABS. REFER TO PLUMBING DWG'S. G.C.TO PROVIDE MILLWORK FOR COUNTERS AND �� '/� SHELVES. REFER TO SHEET A03.00 FOR DETAILS. C.. J. t"--\KENNETH M RACKS ' 9. (N) PWMBING FIXTURES. PROVIDE INSTA4-IOTAT R.R LAV.AND COFFEE BAR SINK. • w-- AM AM S, WA 10. PROVIDE (N)VINYL FLOOR TILE, 6" RUBBER COVE BASE AT RESTROOMS. PROVIDE FRP PANELSLicense#5599 ON WALLS TO EXTEND TO 60"AF.F. Zcp, , ccc0� 11. (E) HM DOOR&FRAME TO REMAIN. PAINT DOOR& FRAME. OF � 12. (N) BLINDS AT EXTERIOR WINDOWS,TBD BY OWNER. 08/26/'2020 KJM/2654 CONSULTANT: \ . \ , \ \ \ N. \ r \ 1 \ / V< E ) ( E ) r r - 1 I I I l 1 I 1 1 1 1 I (E) - _ i �� E > i '�RECEP'T10N � � � W - ROOM�NcONF. O L - - -- J "ItUil I 0 f - ROOM W �" � z - TYPf O O RECEPTIONa 7. 5 N OFFICE/ r _. __hi , 101 KEYNOTES - 6 .WROOM(I 06) I - SIM. 1 FUTURE LEASABLE AREA -- I�) WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 8 • 9 5 BEFORE GRAFTER BUSINESS HOURS. I 10 6 • TELEPHONE/DATA CABLING TO BE INSTALLED BY TENANTS REP.ALL PHONE/DATA CABLING r ^ ® �- 7 TO BE INSTALLED AND TIED INDEPENDENTLY PER CODE. TO STRUCTURE ABOVE. v l 1 OMCE w 8 • EXISTING HVAC/MECHANICAL TO REMAIN.ATR BALANCE NEWLY DEMISED SUITES. I— ILLIEu g • TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. 7 26� I OPEN OFFICE/ I 0 • CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMO•D OUTLET L w 00 I SHOWROOM 12 LOCATIONS. L LJ • AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY 1 I OfF�E CONDITIONS AND NOTIFY ARCHffECT OF ANY DISCREPANCIES. i ▪ FURNITURE,WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. TENANT TO + CO A> I �1 PROVIDE LAYOUT AND ANY CRMCAL DIMENSIONS AND ELECTRICAL REQUIRMENTS. W J . ' , ( / 5IM. �i� 1 • PROVIDE NEW BLDG. STD. CARPET, RUBBER BASE AND PAINT THROUGHOUT, U.N.O REFER 0_ J 24'-14" i I TO FINISH SCHEDULE. � � _ 11.1.I:' EY' • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL � . Z r J y -T+= SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. 0C� BREAK AREA IF —I I - • WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER LJJ (\I 1 _ O _ ' I BEADS AND OTHER ACCESSORIES,AJGN FACE OF PARTITIONS,TAPE&SAND SMOOTH FOR Ce ❑ N I 1 • F 7-1 b" O NEW FINISH. nn //2: 1 __ " I Typ. • Al EXISTING EXTERIOR DOOR&FRAME ASSEMBLY TO REMAIN, UNO. PATCH &REPAIR AS 1..- C - - _ . I • L - I REQUIRED. ON .i. r r r( f'4 \I J _ - I • ALL EXISTING EXTERIOR WINDOW&FRAME ASSEMBLY TO REMAIN, UNO. PATCH & REPAIR AS-- — ..... - - - �. 3� L_1 10. r BREAK I REQUIRED. REPLACE ANY DAMAGED GLAZING TO MATCH EXISTING. C� t © r r-- �1 r i AREA I •• GYP. BD. INSTALLED WITHIN THE BUILDING SHALL BE PROVIDED WM-I A LEVEL 4 FINISH O I ' �� I I • REPLACE ALL(E) ELECTRICAL WALL DEVICES WITH LJ=VfTON DECORA-WHffE. _ t 103 Ji _ I I I - i(102) 'i �y I • EACH NEW sun TO HAVE INDEPENDENT ELECTRICAL&MECHANICAL SERVICE,. • r - �_ -- .' I • PROVIDE NEW FIRE EXTINGUISHERS AS REQUIRED BY CODE, V) 0 T -��j ©I , , _ _ _ : • ALL RECEPTACLES, SWITCHES, SENSORS, OUT(ET COVERS ARE TO BE LEV1TON DECORA. / 7/1 ) 1 '��- \ . I ;�I 1 'Boo WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. N CY I UNISEX�M I I i, oa CO < SUITE L- ILL 1 r 1 \ IRA --. IL-- - z N 2 • • it ] _ „1 1 I-- '�I 1 W CN FUTURE LEASABLEI ' AI SUITE GENERAL NOTES REV( DATE DESCRIPTION �-Y. A . 08.24.20 INITIAL AGENCY SUBMITTAL �� X3.00 FUTURE LEASABLE ., KEY DESCRIPTION AREA (E)WALL CONSTRUCTION TO REMAIN , - 11111TH€IIIA€t1t1t1111l€Ir (E) DEMISING WALL TO REMAIN (E) 6"WALL TO BE EXTENDED TO CREATE (N) DEMISING WALL TO r r e r rrr rrr ,r r r r BOTTOM OF STRUCTURE Co 0 r - (N) 6" INSULATED INTERIOR DEMISING WALL TO BOTTOM OF O SIM. STRUCTURE CV �/.-.(7/ (N) 6" INSULATED INTERIOR PARTMON CONSTRUCTION TO BOTTOM OF STRUCTURE (N (N) INFILL WALL® (E) DOOR&WINDOW OPENINGS --. O It ;I (N) SIDELIGHT WINDOW r----1 r 1 1 TIP. #O WINDOW SYMBOL-REFER TO SCHEDULE-SHEET A05.00 Q I I I ( E )- - - i C. i ( E ) , < E )I F - -- Q- —r .111111111r 11111111111r © DOOR SYMBOL-SHEETA05.00 DRAWN BY: R.A. / / i \ li / _ ..--- ...-- 1 ---.. _., --- 1 ( i____,- DETAIL INDICATOR CHECKED BY: V.K. m 1 1 I # ARCH. PROJECT NO.: L _1L I 0 WALL PARTITIONINDICATOR BKM20001 .2 -REFER TO WALL DETAILS ON SHEET A07.00 •SHEET NAME: FIRE EXTINGUISHER: KIDDIE-(2A:l OB:C), 5 LBS; #21005779 WITH U WALL BRACKET OR APPROVED EQUAL AT FUTURE LEASABLE AREA z EIC.) F.E. AND GENERIC KIDDIE#468044 SEMI RECESSED,WHITE STEEL FULL w GLASS AT OPEN OFFICE AREA- FLOOR PLAN�;\\` 75' MAX.TRAVEL DISTANCE TO EXTINGUISHER -FINAL 0 S NOTE:AA0.05 FOR APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR Q GENERAL NOTES NORTH SHEET NUMBER: 1/8"= 1'-0" Ipd FLOOR PLAN - SYMBOLS LEGEND I A, 1IIN I� IIII(ip,ln ® Z 1 ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITECT 1. IN} Z'x4'SUSPENDED ACOUSTICAL CEILJNG TILE. Architecture•Program Management•Permitting 2. (N) ILLUMINATED EXIT SIGN. 38 EXECUTIVE PARK SUITE 310 3. IN) 5/8" GYP. BOARD CEILJNG ON METAL STUD FRAMING. IRVINE, CA 92614 Contact;Jeff Liederman -7051 4. IN) RECESSED CAN UGHTS [94 430 jli ederman C4 pm dgininc.com 5. (E) MECH GRILLE&DIFFUSERS TO REMAIN 6. OUTLINE OF (N) UPPER CABINETS. 7. (N)VANITY LIGHT FIXTURE. JEFF LIEDERMAN, ARCHITECT SEAL:^".-7-7.'—'"'''"-"- •: KENNETH J. �� M RACKS • 7: AM S, WA pz,:tAcense#5599 F OF 0c 08/26/2020 KJM/2654 CONSULTANT: — _ _ „ -- IC.-..CLC. . L I RCP KEYNOTES ,► ten°" �. I —� El 1 — , CONF. 7 CONF. L ROOM (R 5�i 10' I I I E tIDI �- z Iao�ate. \ I7 ,1 as Iao"0 3. ? RECEPTION E ' \ \I \ I we \ N i \ 9.47b T� I -- _ \ T \ r[I V) I 14... . 1 OPENZ ' OPEN OFFICE/ �� ' \ \ 1 = \ : A KO U F �LSHOWROOM I I2 < _ _ 1 I w 1 , 1 0 "1•1 J l jAL0 , ' 4,0 _ ismc(A - \ 1 . 1 ,F„. . 1 „.. ,i !,,...---'1 1 ..------'----1-11-1;:----1 > uiZ 0\9 0 1 6) " ,,Tral 'J ' 5 ' 0 A \ .___ , \ \ , \ ___, \ TO' r—17 __1.1 . 0_ c, h. < cN I i I 1— q�ate. — — O - , \ o ._\, I, _ '� — , , UMax .,. UNISEX .. ,Al I RL tLl R.R. I _ C Q N ;0"0�Ci. q�•i\ 1 �, iGENERAL NOTES ZN2 — LJJ N _1 \ ,\ I r "' 1I I- KEY DESCRIPTION l""� I.-.- 1KID rr I ACLG. (E)ACT GRID CEILING GRID: PAINT REV DATE DESCRIPTION \ \ .. -\1 \ (N)ACT TILE:ARMSTRONG 2x4 "DUNE'SECOND LOOK-2712 -: \q� —^ 3} Q 08.24.20 INITIAL AGENCY SIJ6MITTAL 1 Y�-' 17 WAREHOLSE C—� 1 r, _ (N)GYP. BD. CEILING, PAINTED El \ I_•ti I 1 \I I I I 1 . F.A2X2x4415LE(WD/LI$G3HT 5/}FIXTU 75'.RE "TOPAZ FLAT PANEL LED O - -- N. 1— — — i i I — — \-- - --- _ _— — 47t 00 T \. \ yl {N) 2x2 LED LJGHT FIXTURE'TOPAZ FLAT PANEL LED \ F-L2X2/50W/$35/D-75". N IOWQGCD z 1 _ 7 N_ _ 1 0 (N) 6" ROUND INTERIOR RECESSED LED LJGHT FIXTURE 6JBKRD _, I Aii, 1 „ • . . , . i_,____,___„._,,, ,i . , i __./ - (N)WALL MOUNTED VANITY UGIT FIXTURE AT RESTROOMS DRAWN BY: RMP I y I "LJTHONU4CONTEMPORARY CYUNDER 2-UGHT BRUSHED NICKEL 3K CHECKED BY: VVK LED#FMVCCL24IN MVOLT 90CRI BN M6", REFER TO ELEC. DWG'S. CO ARCH. PROJECT NO.: BKM20001 .2 co ' (N) ILLUMINATED EXIT SIGN W/BATTERY BACK-JP LITHONV EDGE UT EDG/EDGR SHEET NAME: U REFLECTED w CEILING PLAN Q NORTH SHEET NUMBER:I. J 1/8"= 1.-0" II „TN,11I nll II JIIIII1" II(7111 REFLECTED CEILING PLAN 1 SYMBOLS LEGEND d " III. I1IIII I.Il El 111111!!!•0 � Z t , 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 Atchttecture•Program Management•Permitting 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 13.5.6.2.2] MECHANICAL FIXTURES AT FROM ALL HORIZONTAL PIPING OR 38 EXECUTIVE PARK STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUCTURE ABOVE AS FOLLOWS: OPPOSING CORNERS ALONG THE DUCT WORK THAT IS NOT PROVIDED FIXTURE'S DIAGONAL.WIRES MAY BE WITH BRACING RESTRAINTS FOR SUITE 310 • FIXTURE LESS THAN 10 POUNDS,PROVIDE ONE#12 GAGE WIRE(MAY BE SLACK) SLACK. HORIZ.FORCES. BRACING WIRES IRVINE, CA 92614 THE FOLLOWING IS TO BE CONSIDERED WITH COMPLYING WITH THE ABOVE • FIXTURE 11 -55 POUNDS,PROVIDE TWO#12 GAGE WIRE(MAY BE SLACK SECTION: • SLACK) MUST BE ATTACHED TO THE GRID Contact:Jeff Liederman 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 jliederman@pmdginc.com 1. IN A STRUCTURE WHERE THE ROOF SYSTEM IS COMPOSED OF BEAMS, SUPPORT WHEN HEAVY-DUTY - A DESIGN LOAD OF NOT LESS THAN PURLINS,AND SUB-PURLINS,THE 2 X 4 SUB-PURLINS ARE NOT TO BE • PENDANT HUNG FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE CEILING SYSTEMS ARE 200 POUNDS OR THE ACTUAL LOADS, 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. 2. THE STRUT SHALL BE VERTICAL,AND SHALL NOT HANG MORE THAN 1 AIR TERMINALS OR SERVICES: REQUIRED IF A 48" 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 JEFF LIEDERMAN,ARCHITECT STANDARD CEILING GRID SUPPORT FROM THE AIR TERMINAL OR SERVICE TO THE STRUCTURE ABOVE AS FOLLOWS: " (LESS THAN 56 LBS.) SEAL __ _ EMT: ELECTRICAL METALLIC TUBING • AIR TERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS,PROVIDE TWO#12 GAGE WIRES (MAY BE SLACK) • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE 1/2 TO 5 10 SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE CEILING [� A i 3/4" TO 7'-8" SUSPENDED SYSTEM FOR DIRECT SUPPORT.[CISCA] - C�\ U t ' ///1" TO 9'-9" C..�\ KENNETH J. LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER(MAXIMUM)AND BEGIN NO FARTHER PROVIDE MINIMUM OF 2 SCREWS AT OPPOSIT CORNERS OF SUPPORT WIRES, 77RACKE _440 CEILING GRID OR SCREW ON T-BAR SAFETY CLIPS AT S, WA THAN 6 FEET FROM WALLS USPENDED SIDES OR ENDS. License#5599CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE T-BAR MAIN RUNNER WITH ONE#10 SHEET METAL SCREW ,� �O\ AND TO THE STRUCTURAL ROOF/FLOOR MEMBER WITH TWO#10 WOOD SCREWS.OTHER CONNECTIONS ARE ACCEPTABLE,BUT /-1 SHOULD FIRST BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. T� OF O�T -- SCALE - - NUMBER 12 GAUGE VERTICAL NOT USED SCALE 12 LIGHT FIXTURE @a SUSPENDED CLNG. SCALE f 4 08/26/2020 HANGER WIRE INSIDE OF CONDUIT, N.T.S. N.T.S. I TIE TO STRUCTURE ABOVE AND KJM/2654 GRID. UNDERSIDE OF FLOOR OR MIN.#12 GAUGE MEMBER DEPTH: FLANGE WIDTH: CONSULTANT: `r = • ROOF STRUCTURE ABOVE. (EXAMPLE:6"= 600 X 1/100 INCHES) (EXAMPLE: 1 5/8"= 1.625"-- X 1/100 ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. INCHES) ALL FLANGE WIDTHS ARE TARN ,I. GEE SCHEDULE FOR MAXIMUMsr FOR ALL'T'SECTIONS MEMBER DEPTH IS THE INSI IN 1/100 INCHES. T _ HEIGHT. r DIMENSION. ,neCEILING USES#12 GAUGE ( Ot) ) 162 - 54 3/8" SPLAY WIREIRE HANGERS AT 45 DEG. • EMT SLEEVE. ACOUSTICAL CEILING MIN. AND 90 DEG.TO EACH OTHER (4 STYLE: MATERIAL THICKNESS: 1 CLR. WIRES) BEGINNING 48"FROM (EXAMPLE:STUD OR JOIST SECTION= ) S (EXAMPLE:0.054 IN.= MIL554 MIL=1/10001N.) I / ELEVATION STARTING POINT OF GRID AND TILE THE FOUR ALPHA CHARACTERS UTILIZED BY THE MATERIAL THICKNESS IS THE MINIMUM BASE METAL SUSPENDED CEILING SYSTEM, LAYOUT AND IN BOTH DIRECTIONS AT DESIGNATOR SYSTEM ARE: THICKNESS IN MILS.MINIMUM BASE METAL THICKNESS I SEE REFLECTED CEILING PLAN. NOTE: TIE 2 ADJACENT WALLS TO 12'-0"THEREAFTER ALL CLEARANCES. REPRESENTS 95%OF THE DESIGN THICKNESS. ti. , CEILING MAIN & CROSS RUNNER TIES TO WALL,ETC.TO CONFORM TO S =STUD OR JOIST,T=TRACK,U=CHANNEL, DRILL 5/32"DIAMETER HOLE -�% ` AND INSTALL 1/8"DIAMETER U STATE&LOCAL CODES. F =FURRING 45TYP. CEILING SPAN TABLE NOTES: BOLT AND LOCKING NUT. , r ` TUBES SHALL LAP 4" MINIMUM. x �'0 0 1. VALUES ARE FOR SINGLE SPANS. .4��/ ,:r I 2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. 0 ± —}— 1 0 3. FOR FULLY BRACED CEILINGS= ,USE MID-SPAN BRACED VALUES. CROSS RUNNER. I 4. END BEARING LENGTH 1"MINIMUM. 12 GAUGE WIRE SPLAYED IN(4) DIRECTIO`_ •! �� DEGRES APART AT 17-0"O.C.EACH WAY SLOT END OF TUBE TO FIT 4 PSF -_ - : - - - OVER TOP OF MAIN RUNNER. Z.,4LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN 6 MAIN RUNNER. JOIST SPACING(IN.) O.C. JOIST SPACING(IN.) O.C. _.• •-•_-== •--- -,,--E Z 111, T— 0 { T ± 0 SECTION: (MIL) 12" 16" 24" 12" 16" 24" p 362S125 18 9'-5" 8'-9" 7-9" 13'-3" 12'-3" 10'-10" O Os-1--...„_; ATTACHED �jI ?^ O _ 1362S125 27 10'-8" 9'-11" 8'-10" 15'-3" 14'-2" 12'-7' E SUSPENDED CEILING SYSTEM, I 0 Z ��T SEE REFLECTED CEILING PLAN. I 362S125 30 11'-0" 10'-2" 9'-2" 15'-8" 14'-6" 13-1" __= }— Q < -1 4SEE 16'-0" yy 12'-0' 4,-0„ a I I I I / PLAN I 1 _ _ r a z G1 3625125 33 1V-5" 10'-7" 9'-5" 16'-3" 15'-0" 13'-6" w I -0 p CIRCLE INDICATES REQUIRED �`- . = I I "' LOCATION OF COMPRESSION °_' ` U \ Ut U POSTS. 362S125 43 17-9" 11'-8" 10'-5" 17-9" 16-5" 14'-8" X U Q ¢ G 362S137 '27- ` 12'-1" 11`2 10.-1" 17'5 16'-T "14'-6'' c? = I I I Q CEILING SYSTEMS ARE TO BE NOT USED SCALE SUSPENDED CEILING GRID SCALE i� UO ATTACHED AT 2 ADJACENT �362S137 33 -17-)1" 11` 11 , . 10'-8" 18'-5"„ 17'71" " 15`4", ;- I N.T.S.NTSN.T.S. WALLS OR SOFFITS � - 362ST37 .,-"/; , '.;43 , 14-3 'T3'-7" , ",.11 9"'; 20' 1' :. 18-7",,;," 16'-7' '',, �"c 362S162 33 14'-8" 13-7" 12'-2" 20'-9" 18'-11" 16'-6" 7 ;o E UNATTACHED L 17-0" 362S162 43 16'-2" 14'-11" 13'-4'" 22'-7" 20'-7" 17'-11" ' OC Typ. 'I NOTE: LATERAL BRACING:4-12 GA.WIRES SECURED TO MAIN AT SUSPENDED CEILING:MINIMUM 12 W W METAL STUDS: RUNNER WITHIN 2"OF CROSS RUNNER INTERSECTION AND GAGE VERTICAL SUPPORT WIRE AT 4005125 27'; }l'0 ;10'2 9 }';, ,,' 15 9"",, 14 7 13' 1. 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" : ' U • CONNECTED TOGETHER IN THE SHAPE OF A H ,WITH ONE#6 SHEET METAL SCREW AT 16'0.C. DEFLECTION,SPRINKLER HEADS AND OTHER PENETRATIONS 45°FROM THE PLANE OF THE CEILING TYP.@ 12'0"MAX.EA. O.C.W/(2) 1 112"x 9"GA.STAPLES @ 400S125 ;3Q'; 1 i d".' 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 RINGS,SLEEVES, OR ADAPTERS THAT WILL ALLOW A TURNS MINIMUM WITHIN 3"LENGTH ;400S125 . ' •, 33 ,11.-9"i 10' 10 9'-8""--'- 16`9 15'-6", '.13'-10 � J MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL 4005125 43 -, T3-0" 12'0 10-8" ; ,18'-3'' 16'-10" 15-1" ' , > STEEL 5 1STEEL STUDS DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE 7 TO 12'-0" RPOVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION 400S137 27 12'S" 11 s' 10'4" 17-11" 16'-7 15 o° L 1-5/8 X 20 GA. TO ACCOMMODATE THE 1-INCH MOVEMENT. [ASCE 7. 400S137 33 13-3" 17-3" 11-0" 18'-11" 17'-7" 15-10" 0 LU N DBL 1-5/8 X 20 GA TO 15'-0" SECT 13.5.6.2.2] ANCHOR WIRES TO AT OPEN GRID:VERTICAL SUSPENSION Q STRUCTURE ABOVE WITH THREADED ROD PER OTHER 400S137 43 14'-7" 13'-6" 12'-0"' 20'-7" 19'-1" 17'-1" CZ 2-1/2"X 20 GA TO 13-6" SUSPENDED CEILING DETAILS. 400S162 33 15'-1" 13'-11" 12'-6" 21'-8" 20'-1" 17'-10" DBL 2112"X20 GA TO 15'-0" 400S 162 43 I b'-7" 15'-3" 13'-8" 23-5" 21'-$" 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'S" 10'-4" 17-10" 16'7" 14.-11" 0 tY SCREWS. 45 0 d5 0 45°. NOTE: 6005125 30 12'-9" 11'-9" 10'-7' 18'-4" 17'-0" 15-4" •0 } 45 W 1 6005125 33 13'-2" 12'-2" 10'-11" 18'-10" 17-6" 15'-9" 7 ' O PROVIDE 6"CLEARANCE L NOTE: �_� `, V) 0 I III III( II I[I[IIIIIII IIIA al f I I II IIIIIIIIIIIIIIIIII 11III11141[1 II "�'��Mill, '�_ AT ALL PIPES&DUCTS,ETC. 6005125 43 14'-5" 13'-3" 11'-l0" 20'-5" 18'-11" 16'-11" ^' i. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. l I l I hill I I �� I l 111 1 ` < N a! O BRACING WIRES MUST BE ATTACHED 6005137 33 14'-10" 13'-9" 17-4" 21'-4" 19-10' 17-10" 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND ( __ TO THE GRID AND TO THE STRUCTURE co 'c HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD;THEREFORE,THE APPLICANT �� SPRINKLER HEAD,SEE FIRE IN SUCH A MANNER THAT THEY CAN 600S137 43 tb'2" 14' 11 13'4" 23'-0" 21 4" .;/ 19-2 Z N 0 2" SUPPORTA DESIGN LOAD OF NOT W ( MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT PROTECTION DRAWINGS MAIN RUNNER CROSS RUNNER 6005162 33 16'-10" 15'-7" 14'-0" 24'-4" 27-7" 20'-4" ` `I ELEMENTS SUCH AS MAIN RUNNERS,VERTICAL AND SPLAYED WIRED,ETC.ICC ER-4071 MIN (UNDER SEPARATE PERMIT) LESS THAN 200 POUNDS OR THE ACTUAL LOADS,WHICHEVER IS 6005162 43 18'-4" 16'-11" 15'-2" 26'-3" 24'-4" 2V-10" I- 4- 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) 1.---,-7:7----,.r.:::':--_---.11- 7..":' .- ,—!! Z MTL.SCREWS @ THE GRID&(2) SCREWS AT THE STRUCTURE,SPAN PER TABLE ABOVE. ICC#ER-4943P REV DATE sDESCRIPTION SCALE SCALE SCALE Q 08.24.20 INITIAL AGENCY SUBMITTAL Al SPRINKLER CEILING PENETRATION 1 Q SUSPENDED ACOUSTICAL CEILING N.T.S. ALLOWABLE CEILING SPANS - L/240 ! NT 2 , � 0I S ,2"MAX 8" • HORIZONTAL BRACE. GENERAL CEILING NOTES AX STRADDLE STUD BELOW AND FASTEN TO TOP 0 TRACK WITH (4) #8 SHEET METAL SCREWS (2 EA. 1. SUSPENDED CEILINGS SHALL COMPLY WITH ASTM C 635,ASCE 7-10 SECTION 13.5.6, ASTM C 636, AND CD �� SIDE OF STUD) ASTM E580,SECTION 5 IN SEISMIC DESIGN CATEGORIES D, E &F. N SUSPENDED CEILING - CROSS o SYSTEM.SEE CEILING PLAN. 3„ 2. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: RUNNER � MAIN RUNNER 2„ 4 I N /M .-,..;•„„;;;,..„,-. - (2) STUD ORIENTATIONr. . I A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WHERE CO 45' TYP / T {CONNECT @ 12"O.C.) „UNATTACHED" . ..(i-.'�I - I�11), PERIMETER SUPPORTING CLIPS ARE USED,THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED Q 1 I, TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION,ONE END OF THE CEILING GRID SHALL I 1 I I II BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN EACH HORIZONTAL DIRECTION J I \ ` / I I SHALL HAVE 3/4"CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A ° I I `�'�" I CLOSURE ANGLE OR CHANNEL. a J_________ H 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2"EACH END. MiK `3 8„ I Jac N. Ii }— SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO TA I I p., • �/ I I DRAWN BY: R.A. MAIN RUNNER WITHIN 2"OF A CROSS TEE SECTION. / Mq • B) FOR CEILING AREAS EXCEEDING 2500 S.F.,A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION • T � III L III I IITHAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2500 S.F., EACH WITH A RATIO OF THE LONG CHECKED BY: V.K. mI ` I 70 SHORT DIMENSION LESS THAN OR EQUAL 4,SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE LARCH, PROJECT NO.: ::-2.- :-= 2' f' I PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT r D 3-5/8"X 20 GA.STUDS-SCREWED W/7/16"9 GA. FRAMING SCREWS @ �, III DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES OR CHANNELS PROVIDE SUFFICIENT B KM20001 .2 t1a \-/ 24"O.C.STAGGERED-SANDWICH MR BACK. &ATTACH W (3) 7/16" CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE FRAMING SCREWS. PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.A AND "SHEET NAME:.7,27-77=-_=__-, " MR ATTACHED" I 1I 1 1 1 LQ, HORIZONTAL RESTRAINTS OR BRACING. CEILING DETAILS MANUFACTURED STRUTS: PROVIDE PERIMETER CLOSURE ANGLE WITH 2"MIN. LEG. IN EACH 3. THE SUSPENDED CEILING LATERAL FORCE-BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF 6 (FOR REFERENCE U i ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING0 MANUFACTURED STRUTS MAY BE ACCEPTABLE IF ENGINEERING IS SUBMITTED TO THE BUILDING ATTACHED TO THE CLOSURE ANGLE AND THE OTHER END SHALL HAVE A 4" METAL STUD WALL,SEE WALL TYPE SCHEDULE RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED ONLY) Q DIVISION FOR REVIEW. LARK # 25380 CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE INDEPENDENTLY OF THE CEILING. UPON THE CLOSURE ANGLE 7,7,SHEET NUMBER:'%='. =`'` ` = J Q SCALE SCALE SCALE A It 4110 IID 7 1-- COMPRESSION STRUT 1 CEILING WALL ATTACHMENT I HORIZONTAL WALL BRACE GENERAL CEILING NOTES 1 ,I �IIlI min LzNTS N.T.S. N.T.S. N.T.S. KEY 1 DESCRIPTION 1 MANUFACTURER KEY I DESCRIPTION 1 MANUFACTURER ( # KEYNOTES KEN McCRACKEN, FLOORING I PAINT 1. G.C. TO PROVIDE GYP. BD. 0/METAL FRAMING ON ALL IE) EXPOSED WALL SURFACES ARCHITECT STANDARD CARPET SCHEME#1 (GREEN SHEME } 24°x 24'SHAW-STYLE: DISTRICT SITUATION 57210 1 PAINT 57005'PURE WHITE' SHI=KHAN WILLIAMS AT OFFICE AREAS. Orr ftitr-,cti-Jre•Progrcrm M[macpeni t•Permlttirw 1 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPLIED SHAW COLOR: NIGHT VISION 043262. PROVIDE FLOORING TRANSITION STRIP. 38 EXECUTIVE PARK 2 PANT SW7673'PEWTER CAST SHERWIN WILLIAMS SUITE 310 STANDARD CARPET SCHEME#2 (ORANGE SCHEME)24"x 24"SHAW-SME: DISTRICT STTLIATION 51210 — — — — IRVINE, CA 92614 2 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW 3 PAINT SW671 1 'PARAKEET' SHERWIN WILLIAMS REMARKS: Contact:teff Liedermon COLOR: LAVA 675 {949}430-7051 FL4 PAINT SW6892'CARNIVAL SHERWIN WIL1jAMS 1. USE WRX GYPSUM BOARD AT ALL WET WALLS. jliederrnar pmdginc.com STANDARD CARPET SCHEME#3 (BLUE SCHEME ) 24"x 24" SHAW-STYLE: DISTRICT SITUATION 51210 3 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW 2. PROVIDE SMOOTH WHITE FRP TO 48"AF.F. APPLY ALUMINUM TRIM BEADS. COLOR: COSMIC 04429 5 PAINT 56965'HYPER BLUE SHERWIN WILLIAMS STANDARD CARPET SCHEME#4 (RED SCHEME ) 24"x 24"SHAW-STYLE: DISTRICT SITUATION 5T210 P 6 PAINT 56868'REAL RED' SHERWIN WILLIAIAS 3. THERMOSTAT"VENSTAR COMMERCIAL COLORTOUCH#18800, SEE MECH. DWGS 4 COLOR: OPTION#1 SHALE 08597 OPTION#2 NOCTURNE 08557 5%ACCENT CARPET: STYLE:APPUED SHAW COLOR: LASER 04855 - _" — — 4. RECEPTACLES/SWITCHES/SENSORS"LEI/FON DECORA'WHITE 7 DOOR/WINDOW FRAMES-COLOR MATCH TIMELYPWMATOME OR(P7)SW7663'MONORAIL SILVER' SHERWIN WILLIAM JEFF LIEDERMAN, ARCHITECT 0MSEAL: "r . .;. . -- 1 LVT OPT1ON#1 SHAW-STYLE:TERRAIN II 0655V, COLOR: SHADE 00548( LVr-1) SHAW 8 DOOR PANELS (P8) 'PEWTER CAST 57673 SHERWIN WILLIAMS FINISH PLAN KEYNOTES 9 T-EAR GRID-COLOR MATCH ARMSTRONG PREWDE SHERWIN WIIJJAMS D�D A�� LW 2 LW OPTION#2 SHAW-STYLE:TERRAIN II 065W, COLOR: TIMBER 00590 ( LIT-2) SHAW `\ - - - WALLS CEILING �, 10 SHEEN;OFFICE-EGGSHELL / RESTROOMS, DOORS&FRAMES-SEMI GLOSS/ WAREHOUSE&STORAGE-FIAT SHERWIN WILLIAMS RM. # ROOM NAME HGT. REMARKS \ /�' MAT. FINISH MAT. FINISH C3 KENNETH J. ( .\ 3 LW OPTION#3 SHAW-STYLE: TERRAIN II 065W, COLOR: ECHO C07661 LVT-3) SHAW CEILING AFF. M RACKE J ACOUSTIC CEILJNG TILE: 24"X 48"X 5/8", DUNE SECOND LOOK' 2712, SQUARE LAY-IN, COLOR: TEE GRID PER PER TYP BREAK AREA GYP. BD. PLAN PLAN ACT-3 - 00 • ACT 3 SUSPENSION SYSTEM: 15/16"'PREWDE, COLOR MATCH ARMSTRONG PRELUDE ARMSTRONG AM S, WA SC 1 (E) CONCRETE SLABE-SEALED PER ct - TYP OFFICE GYP. BD. PLAN PLAN AC7 3 - /....pzx ucense a ss99MISCELLANEOUS /� BASE FIBERGLASS REINFORCED PANEL(FRP): GLASBORD-FSI, 4'X 10'COLOR: 'GENERIC TEXTURED GREY'WASHABLE TYP OPEN OFFICE GYP. BD. PER PER ACT-3 - 9 - OF '-r' FRP 1 SANITARY SURFACE RESTROOM WAINSCOT PLAN PLAN 1 RUBBER BASE OPTION#1, 4"OFFICE/6" RESTROOM-COVED RADIUS-20 CHARCOAL(B-I) JOHNSONITE TYP CONF. ROOM GYP, BD. PER PER ACT-3 - 08/26/2020 B ATH 1 ADA COMPLIANT ALUMINUM THRESHOLD ED(ISTING TO BE FIELD VERIFIED. PLAN PLAN - WRX-GYP. PER PER O� KJM/2654 PL 1 PLASTIC LAMINATE-EBONY RIBBONWOOD 873-58-BASE CABINETS FORMICA TYP UNISEX RESTROOM BD PLAN PLAN GYP. BD. P-8 CONSULTANT: TYP. FUTURE LEASABLE GYP. BD. PER PER ACT-3 - PL 2 PLASTIC LAMINATE-UNEN D427-60-UPPER CABINETS WILSONART AREA PLAN PLAN PL 3 PLASTIC LAMINATE-ASHEN RIBBON VOOD 8836-58-BASE CABINETS FORMICA PL 4 PLASTIC LAMINATE-GRAPHITE 837-58-UPPER CABINETS FORMICA NOTES: 1. PRIOR TO INSTALLATION OF ANY RESIUENT FLOORING MATERIALS, CONTRACTOR IS TO PERFORM PL 5 PLASTIC LAMINATE -ECLIPSE MOXIE Y0483-60-BASE CABINETS WIISONART CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD • • ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPUCABLE,AND READY TO RECEIVE • • SS 1 SOLID SURFACE COUNTERTOP OPTION#1 -COCONUT OIL 9I OOGS WILSONART FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDELINES AS PROVIDED BY THE • MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE \• • SS 2 SOUD SURFACE COUNTERTOP OPTION#2-CARBON 8282 AVONITE INTEGRITY OF INSTALLATION WARRANTY. 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH \• AS BEAD BLASTING OR GRINDING. I_ • ----- 3. PROVIDE MINIMUM LEVEL 5 SMOOTH FINISH ON GYPSUM BOARD, U.O.N. •` CEILING FINISH NOTES ~ Z \• INSULATION ABOVE DECK W •• PAINT ALL ELECTRICAL CONDUITS, HANGERS,AND I-N/AC DUCT SAME COLOR AS BOTTOM OF DECK X (SEE ROOM FINISH SCHEDULE). IIILml W } • \/ _ - INSULATION BELOW DECK Z I r INSULATION COVERED BY WHITE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, Q Q CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. Z a1 T, H/ 71 FIRE SPRINKLER PIPES Q ,71v �- ,> UNDER NO CIRCUMSTANCES ARE FIRE SPRINKLER PIPES TO BE PAINTED. PROTECT DURING CCIW E g a RECEPTION I CONE, ROOM CONF.ROOM ° j PAINING. �; — WALLS P-1/P-I0 1 WALLS RI/P 10:-7.3----1, WALLS P-1/FG-10 ,% O : FLOOR FL-2 - �! a a FLOOR FL-1 I FUROR FL-1 ,� ,/ f I n a f — eAsE B-1 1 BASE B-1 _ N — ./ : BASE Bl .. Li 1T ✓ RECEPTION I-- a a 4 WALLS P-1/P-1 0 Z W \ \ , J4H F B12 w C OFFICE r7?/P-4#/P-#1 0(//// W _J FUTURE LEASABLE AREA WALLS P I/R 10 / r"m.1 7 / j//> P-2/P-101 _ WALLS P-I/P-10 FLOOR FL I > FLOOR SC-1 - BASE B-I BASE N/A ,.. . . P z/PI 10 O W —I P-2/P-10 OPEN ZoF W�� V i 0 N _ i I I I WALLS RI/P 10 OFFICE - 4 OPEN OFFICE/SHOWROOM - FLOOR FL-2 - WALLS P-1/P-10 Al WALLS P-1 BASE B-1 _. "7 4FLOOR FL-1 - . = FLOOR FL-2 CN . E B• I / .1 BASE B-I BREAK AREA Am• BASE I I� s, a WALLS P-1/P-10 O ■ v . � _ 4 FLOOR Lvr I PAINT f— O r J = a ° a t BASE B1 f- , ' SCHEME DESCRIPTION _ Z C) O - Q a\ 1 (GREEN 1 - -r. , BREAK _ (P1)57005'PURE WHITE', (P2) SW7673 'PEWTER CAST, (P3) SW671 1 'PARAKEET' I C 4 , I WALLS Rl/R10 L SCHEME) ` �1 " FLOOR LVT-I – mi.../(--;;' , , a r �S g g,! 2 (ORANGE P1) 57005'PURE WHITE', (P2) SW7673'PEWTER CAST, (P4) 56892'CARNIVAL' Z N 0 F7 z1—.(7 r% SCHEMA=) W (� 3 (BLUE a 7. v 7: i , / - a SCHEME) (P1) SW70O5`PURE WHLTE', (P2)57673'PEWTER CAST. (P5)SUV6965'HYPER BLUE' LI ' • d a - -... - REV DATE DESCRIPTION Q a a I' . • :. . a 4 (RED P1 SW7005 PURE WHITE'. P2 SW7673'PEWTER CAST, (P6) SW6868'REAL RED' /'. 4 a •• ''--• .:t J Q a SCHEME) ( } ( ) A 0824.20 INITIAL AGENCY$UBMIITAL � : : a Q a rI SUITE '. ' a sung a •:. 4 2 j 1 1 A z, a a a FIELD CARPET(SCHEME GREEN) O Q a UNISEX RESTROOM 4 UNSEX RESTROOM DIRECT GWE AT OFFICE&CONFERENCE AREAS CV 1 I was P-l/P-IO WALLS P-I/P-10 - a a --- O Z, FLOOR LVT-2 FLOOR LVT-2 '- d N ° 4 r BASE E}1 BASE &1 ° Q a /j '71'' Q a a Q FIELD CARPET(SCHEME ORANGE) N FUTURE LEASABLE AREA aFUTURE LEASABLE AREA /1 O DIRECT GWE AT OFFICE&CONFERENCE AREAS � a WALLS P-1/P-10 WALLS p I/P 10 FLOOR SC-1 FLOOR SC-1 1 a a ASE N/A a EASE N/A 4 4 E , II 111 III Ill II LII III 111n a a Q / ` J � , VINYL PLANK TILE Q a Q a , J ' TRANSITION STRIP: SCHLUTERALUM. FLOOR TRANSITION ON �; Q DRAWN BY: R.A. — d C <; Q A a CHECKED BY: V.K. C II CO 4 a a • a a a SHEET VINYL FLOORING AT RESTROOMS ARCH. PROJECT NO.: D a z] . TRANSMON TRANSITION STRIP: SCHLUTER ALUM. FLOOR BKM20001 .2 Cn n a 4 a . a It SHEET NAME: }- 1-7)_1: _- Q _ �_ i ` ._- rl,.. E rZ I i .. .._. . . ---r- .r FINISH w 1 a a (E) CONCRETE SLAB-SEALED �_ a SCHEDULE Q SHEET NUMBER: Assiodookossigigi J Q iIq oz'' aeon I� .roiodl I 1111 1/8"= 1'-0" It r I III FINISH FLOOR PLAN _ y" FINISH LEGEND & NOTES �`�- IIIIII�1,I■II ® ''IIIIIII III OVERHEAD CABINET = CABINET-114, 3/4" PLYWOOD CONSTRUCTED KEN McCRACKEN, WITH " PLYWOOD BACK ALL EXPOSED ADA COMPLIANT SIGN TO _ CERAMIC TILE OVER ARCHITECT SURFACES TO RECEIVE PLASTIC LAMINATE. BE INSTA!I FD ON PUSH SETTING BED OVER '""Architecture•Program Management•Permitting (PL-2) EQ. / EQ. / SIDE OF DOOR. METAL LATH OVER GENERAL NOTE FOR XLu �- RE: 7/A00.12 BLDG. PAPER38 EXECUTIVE PARK CABINETS: SUITE 310 BLOCKING AT WAILALL INTERIOR CABINET SURFACES TO COUNTERTOP AND SPLASH w RECEIVE WHITE MELAMINE FINISH. FROM 3/4" PLYWD. ADA COMPLIANT 6"x8" 2x WOOD BLOCKING IRVINE, CA 92614 w I. CABINETS MUST BE COMMERCIAL SECURED TO ZX4 SIGN TO BE INSTAL I FD ON - ATTACHED TO STUD Contact:Jeff Liederman PREMIUM GRADE, BUT ARE NOT PUSH SIDE OF DOOR. [9491 ago�45I CABINET TO BE SECURELY FRAMING 0 SINK. WITH Ll .5 x 1.5 TOP& REQUIRED TO FOLLOW THE WIC ADJUSTABLE SHELF, 3/4" PLYWOOD WITH RE: 7/A00.12 jliedermanc�?pmdginc.com STANDARDS OR INSPECTIONS. ATTACHED TO WAILS WITH HARDWOOD STRIP AND ALUMINUM SHELF 2'-0" COUNTER AND SPLASH TO BOTTOM BOTH ENDS- SCREWS STANDARDS. RECEIVE PLASTIC LAMINATE TYP. / ON ALL EXPOSED IL 2. BASE CABINETS TO BE PL-1. UPPER T tr - I'3" �� SURFACES. PL CABINETS &COUNTER TOP LAMINATE ,�J %I COUNTERTOP AND SPLASH, 3/4" PLYWOOD GE �_� I I • STAINLESS STEEL GRAB COLOR TO BE �'.-" REFER TO FINISH w 2'-0" SECURE TO 2X BLOCKING. COUNTER AND DISPOSAL GS N 1BAR SCHEDULE. N / -_ SPLASH TO RECEIVE PLASTIC LAMINATE ON ALL INTERIOR CABINET SURFACES TO 1 !/_ ALL EXPOSED SURFACES. )PL-2) JEFF f IEDERMAN, ARCHITECT 3. CABINETS TO BE SECURELY ATTACHED RECEIVE WHITE MELAMINE FINISH. —' SEAL: TO WA I S WITH SCREWS N.` • CABINET, 3/4" PLYWD. ) ,,_/ ADJUSTABLE SHELF, 3/4" PLYWOOD �� CONSTRUCTED W/ 1/4" WITH HARDWOOD STRIP®FRONT AND SLIDING DRAWER, PLASTIC LAMINATE FACE PLYWD. PACK ALL EXP. ALUMINUM SHELF STANDARDS. AND FACE EDGES WITH, REQUIRED SURFACES TO RECEIVE \-1 AR��, HARDWARE. INTERIM SURFACES TO RECEIVE �` PLASTIC LAMINATE. 1u WHITE MELAMINE FINISH. (PL-1) 1 1/2" \� �� O 11/2• Ca KENNETH J. INSULATED PIPES AND M RACK BASE CABINET DISPONSAL PER ADA ,,,-, FACE OF STUD CABINET, 3/4' PLYWOOD CONSTRUCTED REQUIREMENTS FIN. FLR. AM S. WA RESIUENT BASE - WITH 1/4" PLYWOOD BACK ALL �, License#559? BASE CABINET �I 9T ��73 /( OFo� CABINET SECTION 3/4" = 1'-0° CABINET SECTION AT SINK 3/4"= I'-0" 1/2"= 1'-0" SECTION AT GRAB BAR 3"= I -0' 08/26/2020 „„„2654 RESTROOM ACCESSORIES GENERAL NOTES MIRROR SUPPLIED BY G.C.AND T.O. REFLECTIVE SURFACE ( # KEYNOTE DESCRIPTION CONSULTANT: INSTALLED BY G.C. IN ACCORDANCE 1. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. WITH ADA REQUIREMENTS I I. NOT USED. TYPE QTY ITEM MANUFACTURER MODEL DESCRIPTION NOTE: EDGES OF SIGNS SHALL BE ROUNDED, CHAMFERED OR EASED. 2. PROVIDE PLASTIC CORNER GUARDS AT EDGES BELOW 6-0". SOLID SURFACE COUNTER 2. PROVIDE WALL BLOCKING AT ALL GRAB BARS AND WALL MOUNTED FIXTURES. A 1 TOILET TISSUE DISPENSER BOBRICK B-2730SEE DETAIL 3/A03.00 SIGNS SHALL BE CONTRASTING IN COLOR FROM DOOR SPLASH &SIDES W/ 24"x36" CHANNEL FRAME MIRROR„ 3. PROVIDE 4" HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. STAINLESS STEEL LAVATORY B 1 MIRROR BOBRICK B-165 2436 POLISHED STAINLESS STEEL BACKSPLASH TO MATCH COUNTERTOP MATERIAL. 3. TANK TYPE TOILE I S: GLACIER BAY 2 PIECE 1.1/1.6 GPF HIGH EFFICIENCY DUAL FLUSH ADA#N23 16 SATIN-FINISH STAINLESS STEEL 4. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION / Z'-0' \ _40" MAX. 4. LAV SINK WALL HUNG KOHLER#K-2031-0 GREENWICH WALL MOUNT BATHROOM SINK 1 UTILITY HOOK BOBRICK B-6707 CONTRASTING 1/4" 1 1 B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL - B.O. REFLECTIVE SURFACE THICK EQUALATERAL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, (WHITE), FAUCET"DELTA" (ADA)#87T105 SINGLE HOLE HANDEL, CHROME EDGES LE WITH 12" ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE r" r 2x8 HORIZ. BLOCKING D 1 GRAB BAR (REAR) BOBRICK B-5806 x 36 '��' EDGES LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 �'r- �_ CONTINUED BETWEEN STUDS 5. G.C. TO INSTALL TRUEBRO LAVGUARD UNDERSINK PIPE COVERS FOR SUPPLY AND +60 1 A.F.F. INCHES MINIMUM ABOVE THE FINISH FLOOR. • DRAIN VALVE. E 1 GRAB BAR (SIDE) BOBRICK B-5806 x 42 1/8" RADIUS (TTP.} 5. THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT 6. SCHLUTER SYSTEMS TRANSITION WALL STRIP;ANODIZED ALUMINUM. F TOILET SEAT BERMS 1955CT 000 ELONGATED FRONT TOILET SEAT (WHITE) HAS AN AUTOMATIC-CLOSING DEVICE. 8" INSULATE Ail EXPOSED PIPING 6Q, 6. REFER TO PLUMBING DRAWINGS FOR ALL FIXTURE TYPES. FROM BELOW LAVATORY TO 1 SOAP DISPENSER BOBRICK B-2111 SURFACE MOUNTED VERTICAL TANK $A.F.F. • WfU1 SATIN-FINISH STAINLESS STEELCONTRASTING RESTROOM CLEAR FLOOR SPACE o GENERAL NOTES: Z SURFACE MOUNTED UNIT, 1/4"THICK 12" ITEM SPACE REQUIRED. MIN CLR = 1. G.C. TO PROVIDE BLOCKING FOR RESTROOM ACCESSORIES AND SHELVING AS REQUIRED H 1 WASTE RECEPTACLE BOBRICK B-279 SATIN-FINISH STAINLESS STEEL DIA CIRCLE V ni • m BY MFR., DASHED LINES ON ELEVATIONS REPRESENT APPROXIMATE LOCATION OF W A TOILET 60"X 59" o� 2x8 HORIZ. BLOCKING BLOCKING. J ; NOT USED `~ CONTINUED BETWEEN STUDS 2. REFER TO PLUMBING SHEETS FOR SPECIFICATIONS OF ALL FIXTURES. Lij Z B SINK 30"X 48" 3. AIL WALL MOUNTED PLUMBING FIXTURES ARE TO BE SUPPORTED BY IN-WALL CARRIERS, d SURFACE MOUNTED SATIN-FINISH KNEE/TOE 6" N COVE BASE, REFER TO FINISH SEE PLUMBING SHEETS. 4 1 SANITARY NAPKIN DISPOSAL BOBRICK B-254 STAINLESS STEEL DOOR SYMBOL C PUSSHFROSIDDEP�OFA3-0 DOOR 12 MN 8" ON CLEARANCE SCHEDULE Z l L 1 SEAT COVER DISPENSER BOBRICK 8-221 SURFACE MOUNTED SATIN-FINISH PUSH SIDE Q' 4. REFER TO WALL DETAILS ON SHEET A07.00 O STAINLESS STEEL n PULL SIDE OF 3'-0" DOOR 17 FIN Fut. U FRONT APPROACH 54"X 60" SURFACE MOUNTED SATIN-FINISH 1$" MIN CLR ON I M 1 PAPER TOWEL DISPENSER BOBRICK B-262 STAINLESS STEEL PULL SIDE 3/8"= I'-0" !ICJia V) • I— Z 8'-0"A.F.F. A.F.F.$ A. . ■ _. W GYP. BD. CLG. G . BD. CLG. - W - ■ U liFF ;' 4'-6" MIN. m ■ P-1I- j All WALLS5 ■ i " i 39"-4I D - - - - � H P-1 2 ■ ; Z c 8 I Q ALL WALLS 5 6W N ® r r A03.00 N � ■- El 6 6 I- ❑C) 1 © 6 B 6 © - - - + - - -■` I I D o 7 I �— °� III A • • Q ON I ^ 9 .11 ■ [L/ L - - - - - I I I - Iv 0 FRP-1 A I I_ -1 © Q �FRP1 81 � W ~ F : 7 ALL WALLS L - J L _ ALS WALLS oCN1 f= I I , ■ rn © © Tv v m I © ■ Z Q BM 12 1 0'-0" FIN. FLR. 0'-0" FIN. FLR.- I 0'-0" FIN. FLR. _A011, B-1 �ALLWALS 24 MIN. \ \ 1 \ ♦ I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ •■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I—B-1 9r- 1 " 42" MAX. © I ' ELEVATIONS -SUITE 2 ALL WALLS REV DATE DESCRIPTION INTERIOR ELEVATIONS-SUITE 2 INTERIOR ELEVATIONS-SUITE 2 INTERIOR ELEVATIONS-SUITE 21/2"= 1 -0 20 AGENCY suenniTrAL ©- O_ «.......@....� _ .. n_ .R. ... ".�.....� T. ...�,.. _... (-8-)INTEIZIOR _ 1 s 0824 INITIAL 411 � 8'-0"A.F.F. 11 .8'-0"A.F.F. iI GYP. BDCLG. GYP. BD. CLG. I 4'-6" MIN. ■ — — — — ! O — PI ■ CV ■ 1 p 39"-41.. ALL WALLS — — — — ■ B I N B D I I © ■ imp O I — N 0 0 6 © FC� �i 6 6 © �^ B 1 ,� ' '!� 1 'I , \ 00 D I I U I I ■ I / - o I ■ r J B q — r� ISI I ■ , - --- Q r / I " 1 I C 3 I © t� /1 © t• DRAWN BY: RMP / L - - _ I I ■ 5 CHECKED BY: VA(4--� / ( � I A FRP-1 ■ j 4 _Kao0 Z-- _— D CO �' I K I I I I I ` ■ ARCH. PROJECT NO.: m © ` — J L — — J ALL WALLS Co — I �5� _ � rn � 3 BKM20001 .2 co 4 . 41110 SHEET NAME: / 6-2 ■ - 0 © ENLARGED z 0'-0" AN. FLR. j 0'-0" FIN. FLR. W 24" MIN. - ■ I .�,� , RESTROOM 42" MAX. I &1 © II ■ 1111 PUNS ELEVATIONS-SUITE 1 ELEVATIONS-SUITE 1 INTERIOR ELEVATIONS-SUITE 1 '�WALLS ELEVATIONS-SUITE 1 J °INTERIOR 0INTERIOR ©- CDINTERIOR - 7'-2" ■SHEET NUMBER: :, pi RPa, .- TYPICAL RESTROOM ELEVATIONS RESTROOM PLAN - SUITE 1 z r � muni F �I�unp iq uu Pnglti 1pmiimilii,,F uwni imp. F.1,1111,1---11111,1„:1,1,11,11 II I �I,I a I� 1 LI: kiI ninnuwi' Vhill+an nilu nl RELOCATED RELOCATED KEN McCRACKEN, DOOR @ DOOR @ ARCHITECT DOOR FRAME - OFFICES WAREHOUSE LOCATION NO. DOOR SIZE architecture•Program Management-Permitltnn - (W x H) THICKNESS TYPE MATL FINISH MAT'L FINISH HEAD JAMB SILL HRDW. GRP. KEY REMARKS (E) PER SCHEDLE II PER 38 EXECUTIVE PARK -- VARIES © VARIES — -- (E) A O ISCHEDULE SUITE 310 - -- T X1,_2"i / '. " IRVINE, CA 92614 CONFERENCE ROOM 101 (E) 3'-0"x T-0" -- — _ VISION GLASS —�, / •w (E) WOOD P-7 P-8 2 A 0 / / Contact:Jeff Liederman TO BE RELOCATED 19491 430-7051 / w / /; (E) 3'-0"X 7'-0" J N jliederman@pmdginc.com FUTURE LEASABLE AREA 102 - -- (EI WOOD P-7 -- P-8 2 A 000 // o / ; TO BE RELOCATED U _ \ / UNISEX RESTROOM 103 (E) 3'-0"x 7'-0" _ _ TO BE RELOCATED (E) WOOD P-7 P-8 5 A Q or \\ �' \ 0 0_ \ L� \ o d Q p (E) 3'-0„x 7,-0„ w. \ \ v O '° n FUTURE LEASABLE AREA 104 -- — (E) WOOD P-7 P-8 2 A 000 \ — —L _ GI TO BE RELOCATED \ \ i, Q JEFF L?EDERMAN, ARCHITECT OFFICE 105 (E) 3'-0"x 7'-0" -- (E) WOOD P-7 P-8 2 A O �� } ^ ` ly SEAL: TO BE RELOCATED I KICK PLATE WHERE CONFERENCE ROOM <106> (E) 3'-O x 7'-0" (E) WOOD P-7 P-8 2 A O SCHEDULED O TO BE RELOCATED / \ TYPE "A" TYPE "B" `��ED At? , \ �\ `• C.3 KENNETH J. c NOTE: REFER TO SHEET A02.30 FOR FINISHES. DOOR NOTES RELOCATED DOOR 3'-0" J (E)3'-0" M RACKE nt @RESTROOMj‘f RELOCATED DOO REMARKS 1. ALL DOOR FRAMES TO BE TIMELY ALUMATONE. • / / 6'-8" R.O. M S. WA 2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT / THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING / r #5599 O GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, AND THE ABILITY TO GRASP THE OPENING HARDWARE. _ Vtif");€Li:ense / �� SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP DOORS. GENERAL • OA (� OF O CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN PROPER OPERATING CONDITION. 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY / SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP U ` -- 08/,Z6/202O O INTERIOR/EXTERIOR FACE OF DOOR AND FRAME TO BE PAINTED AS SCHEDULED. THE OPENING HARDWARE . o 8 \ TO -INDICATES 1/4"TEMPERED GLASS 1-0 Lu \ KJM/2654 OC PROVIDE STAINLESS STEEL KICK PLATES ON EACH SIDE OF NEW DOOR. 4. ANY (N) OR (E) DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH ASIZE GLAZING FRAME CONSULTANT: ` — \ TACTILE EXIT SIGN MOUNTED IN ACCORD WITH ACCESSIBILITY SHEETS. WINDOW # x H) REMARKS 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE / • TYPE THK. MAT. FIN. JAMB HEAD SILL Op (E) DOOR W/ VISION GLASS INTERNATIONAL SYMBOL OF ACCESSIBILITY, TO BE VISIBLE TO PERSONS ALONG 10"KICK / TO MATCH PLATE (TYP)---/// O 6'$"X T-0" T 1/4"CLEAR - (E) DOOR - - - — APPROACHING CIRCULATION PATHS. TYPE "C" 6. GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, AND SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP 1/4"= 1'-0" 1 3/8"= 1'-0' DOORS. GENERAL CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN DOOR TYPES 12 WINDOW TYPE 'A' PROPER OPERATING CONDITION. iii Intl lol lull lift, III ui ul Illi u ) �wrlu pin ii Iql- 111 -rib, ub r wun IS I I00IIIII X11110 I. lift, I iII(.III ,t 11 0111 I'IV l iI I illl,I III" " , 1 r uouull alnninl' I IIIoI 6a I: um� 111 161 L,, Immo �luup Il oiiin.lu .':� .P i,-1,-. I■ GROUP 2: OFFICES/WAREHOUSE I -I _L__I I I I 11 1 1 1 1 I 1 HO QTY. DESCRIPTION FINISH MFR. I I I I I 11NMI I I I I I I i in 3 EACH HINGES 5BB1 4.5 x 4.5 652 IVEMEII I 1 I I I I 1 I 1 I 1 = ■ 1 EACH LEVER (PASSAGE) -FALCOLN -DANE BRUSHED ALUM. -- -- I I I I I I I I I I I 11 I. 1 EACH SURFACE CLOSER 4011 689 LCN I !I! iIi I I I I i I I I I I I I I ■ 1 EACH WALL STOP - GENERIC - BRUSHED ALUM. (WALL-MOUNT) -- -- 1� I 1 1 1 9 I I l 1 i I l ■ F I II I I I I I I I6 I1 -1-1—L7 I I f l I I 1■illi II. W 3. I I I I 1 1 I I I I I I I I 1 E I 1 I I I I I I I 1■ W y [ I GROUP 5: RESTROOM (SINGLE ACCOMMODATION) O I I I I I �_i I rar. Z QTY. DESCRIPTION FINISH MFR. �� �11 'i I I I i I BREAK _[_-_—J _L 1 I: III Z a * I I 1 1 3 EACH HINGES 5BB1 4.5 x 4.5 652 IVE • / ' 1 EACH LEVER (PRIVACY) - FALCOLN DANE BRUSHED ALUM. -- - PL-2 l,' `\\ /�, r`,` J,' r \\ I II I I I I ARE I I I I - �■ 1 EACH SURFACECLOSER4011 689 LCN i I I I I I I I I I I■ 1 EACH WALL STOP-GENERIC - BRUSHED ALUM. (WALL-MOUNT) 626 IVE ! ( 'r % _ _ _I_ _ _ _ n. / . I ' . / eI I I I I I I —��� I I I E 3 EACH SILENCER SR64 GRY IVE n, �� =_ i■ 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE Q ri. -, �... .I� I SS-I a B�ICKSPLASH 3 �� 6 1 1 1 1 1 I I I I. I— °' I i I I ■ n in 11 I 1 1^ I /2A I I �� o 1 I II I I I I 1 I I 7 1 I l Z PL-1 �_ I iI 1 II I , 11 -', . 1 - , LLJ I I I I I / I ■ W - - -i - � I i i E I ■ r 1 I � - -Q 0- , � �0 0v I I I I I I I I ■ m < _ c..., © IILH—mm —'—r- 4 r. 3 I 1 L _� I_ .�.O ■ IAI 1■ Q I I I I I I / i I„� J I ■ ry TOE MX I I i i '' 'L--I- -I- -' I I I I / I I I I I i 6 1 1■ L✓L J, 7-0' �� 3'_3.. 3'-3” `3,3" j.. 7-9" J,. / . 1 f ■ {o II — I I O L� N BASE CABINET&ADJUSTABLE SHELVING WITH ADA I I I ! : ^� 0 N COMPLIANT SINGLE BOWL, STAINLESS SINK,ADA /I I I (1 L . I . ^ i L.L COMPLA T FAUCET, UPPER CABINET WITH LI— —I� —1J n ADJUSTABLE SHELVING. 1 � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ILMI ■ ■ I■ ■ I■ ■* L.L 1 ■1 Q °� ELEVATION EPLAN 0 Ce ENLARGED FLOOR PLAN & ELEVATION - SUITE 2 /8" - 1 " , Z cn o ■ C # ) KEYNOTES P < CNI r: V / ; / / , CO I I I I I �. _ .._.. ■ I I I I _ I I III / 1. CABINETRY: N ■ I 1 I I I I I I I I / L LI N ■ i ������=i`- .-- // A (SCHEME 1 J- FORMICA-EBONY RIBBONWOOD 873-58 BASE CABINETS (PL i]; �. ■ �-- !*—= . WILSONART-UNEN D427-60 UPPER CABINETS (PL-2) ■ I 11 I I 5 1 -1_1— _1— - __ B. (SCHEME 2)- FORMICA-ASHEN RIBBONWOOD 8836-58-BASE CABINETS IPL-3I; REV DATE DESCRIPTION MINIIII1 I I i f�7 _ — I FORMICA-GRAPHITE 837-58 UPPER CABINETS (PL-4) ■ I I I I I I i —� T A 092420 ' 1NTIALAGENCY SUBMITTAL II I I C. (SCHEME 3)- FORMICA-ECLIPSE MOXIE Y0483-i0-BASE CABINETS PL-S ; I■ �_ I I I �© 71? ( 1 ..-1-.> ■ I BREAK IT� I 1 I c WILSONART-LINEN D427-60 UPPER CABINETS (PL-2) I I 3. • I I I AREA l I I I I I I I , 2. A SOLID SURFACE COUNTERTOP OPTION#1 -WILSONART-COCONUT OIL 9100GS (SS-1) ■I I I I I I IA _4 — � J ■I I I I 1 1 I I I I _ 1 I B. SOLID SURFACE COUNTERTOP OPTION#2-AVONTTE-CARBON 8282 (SS-2) I 1 I I I - I I I I t I � O �� ,. ,. r. -‘0„....2.>„/"--\ ■ i I I I I I I (y , ' I 1 1 I I I I I I1 II I I / 3. BAR SINK-ELKAY DAYTON GE12521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK PL-2 ff/y I 1 I II (ADA). SEE PLUMBING DWGS. ^' , . , . r . I { I I I I CN c' - 4 _ _ _ _ _ _ , 4 _ _ _ -. - _ - , i 1 I I I m — — � 4. BAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE d" ry . . / . / , 1 I I I I IA r�1 I Q — T Y 1 I I_ I 1I I I b KfTCHEN FAUCET. SEE PLUMBING DWG'S. N . , te I I I I I Q 0, ...\01r, . 0 I,, � , —rI I I 00 ti I - I 5. INSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE Co a IBACKSPLASH SS 1 - - = r T T I I i 2A� . PLUMBING DWG'S. — J 1 I I I i J I n �1 l �' TI � I -i I ` g C I 6. 30'W FULL-SIZE REFRIGERATOR SHOWN DASHED. Q I - 1 — 1[ — I PL-1 �, /L I I I I I i. 'D D` , I I I 1_ 1 7. LVT FLOOR FINISH. REFER TO FINISH SCHEDULE A02.30. I I I I II DRAWN BY: RMP m I = _ - :: _ _ - _ _ _ _ _ _ II_I I 1 I I I I 1 I I . I I I I 1 I I I 8. LOCATION OF N COPY MACHINE PROVIDED BY TENANT C , I ' I I I I I I I / ( ] ( ] CHECKED BY: WIC m ' /I ' I I I I I I t 1 I I 1 I I I I I I •ARCH. PROJECT NO.: I 1 I TCjE 10CJC / 1 1 I I ! I I I i I. / A BKM20001 .2 2'-9" ( 3.-0" 3-0„ 3--0” 1'-7" 1 O2'-0" ■SHEET NAME: "° — BASE CABINET&ADJUSTABLE SHELVING WITH ADA INTERIOR ELEVATIONS, z COMPLIANT SINGLE BOWL, STAINLESS SINK,ADA pp Y y COMPLIANT FAUCET, UPPER CABINET WITH GENERAL.NOTES: DOOR Oc WINDOWS 1 ADJUSTABLE SHELVING. 1. DOORRAWER PULLS:00 I LGUDERITE-CC STAINLESS STEEL 6-1/8" LONG SOLD HANDLE BAR.- PULLS SCHEDULES Q °ELEVATION ( 2. REFER TO WALL DETAILS ON SHEET, 7.00 IN SHEET NUMBER:oir, Imus oi,i ohm 3/8"= i -O"-0" 1 014 ENLARGED FLOOR PLAN & ELEVATION - SUITE 1 1 KEYNOTES L 'i 1,111111 ® .SE1, iim ' z 1 SHEANOTETHING KEN McCRACKEN, SHEATHING TO NOT BE INSTALLED ON ARCHITECT CONT. FIRE SEALANT 1 i �y - - I 1 \� MIN. GAP FOR PACK SIDE OF STUDS cl,1ecruie 9 orn vlana 7emene•Felri»tifny W/BACKER ROD ,.� C� DEFLECTION IN VOID LOCATIONS FIRE SAFING MATERIALS PER 38 EXECUTdVE PARK SEE CLG PLAN "'"" "� IRVINE, CA 92614 CONT. 18 GA DEEP LEG C\ MANUFACTURER'S SUITE 310 DEFLECTION TRACK(1 1/2" MIN. RECOMMENDATIONS TO B.O. STRUCTURE 1 1 DEEP LEGS) CONNECT TO ACHIEVE 1-HR FIRE RATING - J Contact:Jeff Liederman ROOF STRUCTURE AS SPECIFIED I- - ' (949) 430-7051 jliederman®pmdginc.com !N TRACK ATTACHMENT 20 GA. CONT. TRACK TO MATCH + + . I _ - 1 SCHEDULE. DO NOT ATTACH STUD WIDTH ATTACH W/(1)#12 ,.` _ r I I SHEATHING TO TRACK SCREW IN EACH STUD 1 BTL. STUD BRACE + + h`� X00 ®1HRRATED _. -..ti �..�... _. 48"O.C.,ALT.SIDES p \ \ \\ \\, \ \ " \ \�` \,..\�-\\,..:\\:\:\ ,\. o \70000\\`o\o\\oho o\iii ��, � .�� Z C` �\ \. - JEFF LIEDERMAN, ARCHITECT \� `.��\�`\.\ \ 15 SEAL' ": S CONNECT TO 4 \ \ \\ � \ - �, ',---:',\:,•: \\..:\ \\\ � + + BRACE TO WALL 1 STRUCTURE o����` .���\� :` \ TRACK W/ (4)# I 0 \\ + + TEK CUP BRACE E FLANGE &BEND IL ' CONT. 18 GA DEEP LEG ���- - \-� MIN. GAP FOR _,_ ����D ARCS/ DEFLECTION SEE CLG PLAN Jr SEE CLG PLAN _a /�� SEE TYPES DEFLECTION TRACK(1 1/2" MIN. B.O. CLG 111-1 B.O. CLG I C KENNETH J. DEEP LEGS) CONNECT TO ROOF M RACKE BELOW STRUCTURE AS SPECIFIED IN TRACK CONT. TRACK TO MATCH STUD \ CONTINUOUS 18. GA MIN. ATTACHMENT SCHEDULE. DO NOT WIDTH ATTACH W/ (I) #12 TOP TRACK • ATTACH SHEATHING TO TRACK A SCREW IN EACH FLANGE OF n 518"GYPSUM BOARD CEIUNG, _ _ L UNE OF CLG WHERE OCCURS. • AM S, WA o C NON-RATED V EACH STUD �_- =_ -_ REFER TO CEIUNG PLANS. �� _/ /_/1SEE FINISH SCHEDULE & License#5599 O CONTINUOUS METAL �� �_ CEILING PLANS CONTINUOUS METAL -� q� �� BRIDGING SYSTEM AS BRIDGING SYSTEM AS OF O� T </// 3" = I'-0" REQUIRED METAL STUD AS SPECIFIED BELOW, REQUIRED METAL STUD AS SPECIFIED BELOW, I CONNECT TRACK TO VERT STUDS HEAD TRACK ATTACHMENT I - os,�o7o0,2 REFER TO STUD CHART FOR GAUGE �� REFER TO STUD CHART FOR GAUGE 08/26/2020 W/(1)#8 SCREW IN EACH FLANGE OF EACH 0222.19 FINISH AS REQUIREMENTS AND SPACING. FINISH AS REQUIREMENTS AND SPACING. CONTINUOUS TRACK STUD, EXCEPT INSTALL(2)48 SCREWS IN EACH SPECIFIED BELOW SPECIFIED BELOW KJM/2654 (GAGE TO MATCH FLANGE AT VERT STUDS WITH DIAGONALS CONT. TRACK TO MATCH STUD o & FINISH WALL STUD) WIDTH ATTACH W/ (1)#1 Z r SCHEDULE PROVIDE SOUND CONSULTANT: 1111111111111111111 ATTENUATION OR SCREW IN EACH FLANGE OF THERMAL INSULATION AS EACH STUD PROVIDE SOUND � I ATTENUATION AS _ SPECIFIED BELOW FLOOR ANCHOR AS - r CONT. FIRE SEALANT W/ �� SPECIFIED IN TRACK BACKER ROD SPECIFIED BELOW DIAGONAL BRACING OPTIONS ATTACHMENT SCHEDULE 0 I \ FLOOR FINISH AND BASE PER FLOOR KNISH AND BASE PER TYPE 1 TYPE 2 TYPE 3 1 IA ROOM FINISH SCHEDULE. ROOM FINISH SCHEDULE. (I) STUD 0'-0"A F.F. I .I I _ I_ 0'-0"A F.F. I I J #8 SCREWS® 12"c/c ®1HPRATED FISHEDFLOOR J FINISHEDFLOOR (2) STUDS (2) STUDS w/ V CONTINUOUS TRACK TOP #8 SCREWS® 1 Z"c/c &BOTTOM, SAME CONT. TRACK TO MATCHFLOOR ANCHOR AS STUD WIDTH ATTACH W/ WALL THICKNESS AS STUD. SPECIFIED IN TRACK (I) #12 SCREW IN EACH TYPE DESCRIPTION TYPE DESCRIPTION ;, ATTACHMENT SCHEDULE 1 FLANGE OF EACH STUD (7__/_\,) PARTIAL HEIGHT WALL-3 5/8" METAL STUDS W/5/8'GYP. BD., BOTH SIDES+R-1 I SOUND O PARTIAL HEIGHT WALL 3 5/8" METAL STUDS W/5/8"GYP. BD.+Rl 1 SOUND ATTENUATION I 1ATTENUATION Z 76 PARTIAL HEIGHT WALL-6" METAL STUDS W/ 5/8" GYP. BD., BOTH SIDES+R-1 I SOUND W / \ ATTENTUATION X STUD SIZE STUD MAX DIAGONAL LENGTH THICKNESS TYPE 1 TYPE 2 TYPE 3 / \ W Z 3 5/8'x 1 1/4" 19 MIL 8'-0" 14'-0" 18'-0" Q a 3 5/8"x 1 5/8" 33 MIL I0'-0" 18'-0" - Z ai ONON-RATED Ca 4 p 2 -'' /_: , 11.7'':'): '',17'q- - "•L=. '7- 'n.:''^/F!�'�` ��.. 1 1/2" = I'-0" 3" = 1'-0" 1 1/2"= 1.-0" 1 112" = 1r-0" 0s-rhonaI5 15 SILL TRACK ATTACHMENT DETAIL pg,070 1 05-A0700-03 ii NON-RATED PARTIAL HEIGHT I 'ARTITIOK 0700.03 01.22.19 02.22.1 02.22.1 02.22.19 REFER TO INDMDUAL DETAILS AND MFG I MIL. THICKNESS - STRUCTURAL GAGE NUMBER CROSS REFERENC( 7 INSTALLATION INSTRUCTIONS FOR REQUIRED 20 GA 33 MIL L SCREW TYPE TO ATTACH ITEMS TO BLOCKING. 18 GA. 43 MIL _ w N\ WHEN NOT SPECIFICALLY INDICATED USE MIN. 16 GA. 54 MIL r. W /6 ry #8 SELF TAPPING SHEET METAL SCREWS, 1 14 GA 68 MIL 97 MIL I I i SEE CLG PLAN 0- U 44- p 12 GA 8.0. STRUCTURE C BLOCKING IS FOR ELEMENTS 12C W J WITH A MM.VERTICAL LOAD - OF 100 LBS PER L.F.ATA EXAMPLE CROSS REFERENCE: R-38 BATT INSULATION 3 5/8", 18 GA STRUCTURAL METALSTUD=36Z S 162- W/WHITE SCRIM Z MAX. OF 7" FROM THE FACE / \\ co 1 Q 1 1 I OF WALL - FLANGESTD SLOTTED TOP TRACK STUD S=STUD LAN 0n/ W (-Ni J I 1 1 DEPTH T=TRACK WIDTH THK. AT ROOF SYSTEM, SEE Ile o N \l I I I I =3.625" =1.625" =43 MIL TRACK ATTACHMENT __, ,___ , I I III =3 5/8" =1 5/8' =18 GA� SCHEDULE a- ce 1 1 DEFLECTION SUP TRACK I Q CN I 0 lid NESTED IN TOP TRACK _ r r� I WALL STUD TABLE -1` 0 CY 1 o MAX. 0 WALL HGT. STUD SIZE SPACING I REMARKS I--- I10'-0" 3625162-33 16" O.C. z NOTCH TRACK SEE CLG PLAN v, 0 16'-0" 3625 162-43 16" O.C. B.O. CLG �/ AT EA STUD. \I ' < N Ir-Z 8 GA BACKING TRACK. J 18'-0" 3625162 54 16" O.C. UNE OF CLG WHERE LENGTH+SIZE A.S 20'-0" 3625162-68 OR 6005162-33 16" O.C. OCCURS. REFER TO CEIUNG N c SPECIFIED IN DETAILS y /> 22'-0" 600S162-33 16" O.C. PLANS.>1).,,,,,,, w (� ATTACH TO EA STUD W/ i•-•-� I— (3)#8 PAN HEAD SCREIX/5. 24'-0" 600516243 16" O.C. CONTINUOUS METAL ------------...----N--- -��-- BRIDGING SYSTEM METAL STUD FRAMING 26'-0" 6005162-54 16" Q.C. '�...J_i_ REV DATE DESCRIPTION 1 28'-0" 600S162-54 16' O.C. FINISH AS METAL STUD AS SPECIFIED BELOW, - o 3" = 1'-0" SPECIFIED BELOW REFER TO STUD CHART FOR GAUGE 0 08.24.20 NITIALAGENCYs1fhMITTAL 105-A0700-14 30"-0" 8005162-43 16" D.C. & FINISH REQUIREMENTS AND SPACING. 02.22.1 SCHEDULE NOTES: LIGHT GAGE FRAMING SCREW CONNECTIONS PROVIDE SOUND 1) THIS DETAIL SHALL NOT BE UTILIZED IF STUD DEPTH EXCEEDS 8" UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING#8 SCREWS. SEE ATTENUATION OR THERMAL 2) RIGID FACING MATERIAL APPUED TO BOTH STUD FLANGES MAY BE DETAIL 15/A07.00 FOR DIAGONAL BRACING CONNECTIONS. INSULATION AS SPECIFIED UTIUZED IN UEU OF U-CHANNEL, PROVIDED THE FOLLOWING BELOW CRITERIA: AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF UGHTGAGE FUTURE LEASABLE OFFICE SIDE (\1 A) STUD HEIGHT DOES NOT EXCEED 16' METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING AREA SIDE - -. O B) SHEATHING APPLIED TO BOTH STUD FLANGES FULL HEIGHT MATERIAL REMAINS STRAIGHT AND SMOOTH. CV PER APPLICABLE AS.T.M. STANDARDS CV C) STUD SHALL BE BRACED IF ONE FLANGE IS TEMPORARILY N UNSHEATHED FURRING WALL HEAD ATTACHMENT 00 D) STUD GAUGE ISA MAX. OF 16 GA _*I MATERIAL OF BUILDING FASTENERS lq FLOOR FINISH AND BASE PER O ROOM FINISH SCHEDULE. 1/Z" MIN. MTI. STUD FRAMING J AS SCHEDULED - - I I . I _ 1 0'-0"AF.F. Q �� FINISHED FLOOR 0- "Mr I- DRAWN BY: RMP - 11/2"x1/2" x16GA COLDROLLED 3 5/8" MTI. STUD. #12-14 x I 1/4"TO EACH STUD CHECKED BY: W4C CHANNEL®4'-0" O.C. 6" MTL STUD. #12-14 x I 1/4"TO EACH STUD CO MAX.VERTICALLY •' DESCRIPTION D ARCH. PROJECT NO.: F,'� FULL HEIGHT WALL-6" METAL STUDS W/5/8" GYP. BD., BOTH SIDES+ R-11 SOUND B KM20001 .2 Cn j SILL AND HEAD TRACK ATTACHMENT SCHEDULE 'A ATTENUATION --4 � MATERIAL OF BUILDING FASTENERS SHEET NAME:`I 2"x 2"x 16 GA, CHANNEL CUP CONCRETE SLAB (2) 3/16"0 POWDER ACTUATED SHOT PINS® 16" O.C. (11/4" WALL PARTITION z ANGLE, LENGTH SHALL BE 1/4'' EMBED) UJ LESS THAN STUD WIDTH. METAL DECK (2) #10-16 x 2" SCRENS® 16" D.C. SCHEDULE 0FASTENED TO STUD AND CHANNEL W/ (4)#8 SCREWS METAL DECK W/CONCRETE (2) 3/16" 0 POWDER ACTUATED SHOT PINS® 16" O.C. (1 1/4" Q EMBED �. r ■tI i. S ® 16"O.C. SHEET NUMBER: Q 3„= 1'-0" 1 3„= I,-0„ _ = 1 -0 I . 1 1/Z" / CHART AND ATTACHMPT MATRIX OSPlJ704,3 05,N0700-09 05-A0700-01 Z - ... 0222.1 0222.1 - 0222.1 — 1 I