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Plans (4) BU P2020 -00237 OFFICE COPY OFFICE COPY OFFICE COPY ini fin, iiM, ^m^� i ,nro? 1' f' TII J C' . I� Nilt l,°�„II ,II' ''1114,h 1. �IIll6ll ,di I' 7: I .- • --, -, ''P� l`` �, EJ;i , KEN McCRACKEN YYSS11ttpAIf�A �Y ARCHITECT 0 DIAMETER RE: REFERENCE J E�g IISIO 9 Architecture• *management•Permitting t� AT -G- REFR. REFRIGERATED SHEET SHEET NAME CENTER UNE GA GAUGE REINF. REINFORCED illi IIII' 1111111111 111111 11111111 rillf111111111IMIIIII1111i �lllljl6, 1114}1Iilltn �' 0 0 0 A A 38 EXECUTIVE PARK # POUND or NUMBER GALV. GALVANIZED REQ'D. REQUIRED 11a. AIII I� iII�1111 �I�``� I�IIIIIII III `■��III f�� ■I�` ��. 0 IIIIIIIIII ! �� II II 11 I I II lIIIIIII 111111 111111 �IIIIII IL II [I� ARCHITECTURAL IRVINE�CA 92614 -A G.C. GENERAL RM. ROOM II �I 11111 I� t1, �1 , 11 + I ( ` ( I�1A.B. ANCHOR BOLT CONTRACTOR R.O. ROUGH OPENING I 141111II01" ,I1 P ! L 111116. (IIII II 11lhlill 1lhllliiii I` 111 1111 11h1111�� Ilhhllllll ,IIII ��IIt ii 'iih., Contact:Jeff Lederman NC AIR CONDITIONING G.I. GALVANIZED IRON R.O.W. RIGHT OF WAY OFFICE_COPY Aoo.00 COVER SHEET (949) 430-7051 • A00.10 EGRESS PLAN & EXIT CALCULATIONS AC. ASPHALTIC CONCRETE GND. GROUND RCF' REFLECTED CEILING jliederma d A.C.T. ACOUSTICAL CEIUNG GR. GRADE PLAN illi nl lUllll II1111 I fp I]I �iB T mil11111 +� 11�I 1"i poluilllq ill it mum I I lull III ET-13 CITY OF TIGARD, A00.12 ACCESSIBILITY DETAILS REC' 1 V I f I I I dlnlll �1)` I m�u I unun lI REV! D FOR CODE COMPLIANCE A00.13 ACCESSIBILITY DETAILS �,TILE GYP. BD. GYPSUM BOARD S IIII iIf�III IIII I AFI II II II� I . If!�` I1 f� �� IIIAF,F. ABOVE FINISH FLOOR -H- S.C. SOUD CORE _ .._mum Il .il �I11, II Ihl 9I1h. uillmllllll Ihil lam Phi moo Il Approved: A01.10 OVERALL SITE PLAN-*FOR REFERENCE ONLY NOV 2024 A.F.G. ABOVE FINISH GRADE H.B. HOSE BIBB SCHED. SCHEDULE OTC: A02.00 DEMOLITION FLOOR PLAN CITY OF TIGARD ALT. ALTERNATE H.C. HOLLOW CORE SECT. SECTION I AS.T.M. AMERICAN SOCIETY HDR. HEADER BHT. SHEET 1 hpnm 1Iu 1' IdiIIII tl /3 niii 'iimulq Ii 'tninl II iiIMiiiIIil�, A02.10 FLOOR PLAN BUILDING DIVISION FOR HOW. HARDWARE SIM. SIMILAR IIIfit 1�1 I I I 1 ■I J Permit#• 4p1110 II IIIIIIInIIdI it 116 _1 I I. Illllpl#I UI II Will ,IIII ��IIII: hu,„Foim' �_T31,1 Address: �/ TESTING &MATERIALS HR. HOUR SPEC. SPECIFICATION „,,,i, I nIEI yJEFF LIEDERMAN, ARCHITECT II III Ir I IIII y IQ ,II Ili I'I '�� A02.20 REFLECTED CEILING PLAN IIIIIIIIIIInI 'II _Gard eh A02.21 CEIUNG DETAILS SEAL: ='moi , !� -B- HT. HEIGHT SQ. SQUARE BLDG. BUILDING H.M. HOLLOW METAL S.S. STAINLESS STEEL N1k. 11 I ;II 114 Suite #: Ilaunl ull IInIMIII Tun Illun nllnil pnI lolnl ,tlpq � A02.30 FINISH PLAN &SCHEDULE A:i BOT. BOTTOM HOR. HORIZONTAL ST. STEEL VALIDITY OF PERMIT �[ 1�� I1I� wimp AA Ill' i I�I0II 1111 II 1IrIIuI11�1 I di II Illllll m BY: Date: Q A03.00 ENLARGED RESTROOM PLANS &DETAILS THE ISSUANCE OF A PERMIT IIIIIIIIIlIIIIII 4E _ II IIIIIIIm111111 II li. ell oIIIIwiEii Idkllumnll IN, A05.00 DOOR&WINDOWS SCHEDULES B.O. BOTTOM OF HTG. HEATING STD. STANDARD p C D A p BASED ON CONSTRUCTION `\L i L n B.OA BACK OF HOUSE HVAC HEATING VENTILATION STOR. STORAGEA07.00 WALL/PARTITION DETAILS & INTERIOR ELEVATIONS '\ C/y -C- &AIR CONDITIONING STRUCT. STRUCTURAL DOCUMENTS AND OTHER C.B. CATCH BASIN H.W. HOT WATER S.O.V. SHUT OFF VALVE DATA SHALL NOT PREVENT C� KENNETH J. C.J. CONTROL JOINT -I- SUSP. SUSPENDED THE CODE OFFICIAL FROM -'' r•III, T tm-�� ,i t - 11 iiluuiiigh, III iulliiuliii '�I 0111:Q11i Int III II It m InI Im I1 ,-¢� 111111 I - 6-� iu PLUMBING (FOR REFERENCE ONLY) cE M . RACKEin lup nilCIG. CEILING I.E. INVERT ELEVATION T FiEQIJLRING THE CORRECTION! - IIIIIII` _ �( � ul �I uinnn�p I�I IIII} ( 1 I II I l IIIIIIII ® 1 q" IIt' lio 'I • - ! dlY 4111111111 II 1141111)111" 'qII [ 111111 I V� III ' CUR. CLEAR INSUL INSULATION T. TREAD OF ERRORS. OSSC 105.4 Ihnd 1111111 IIII i fdl it ullllulmln •hind illlluuum I41n1 P0.1 PLUMBING LEGEND NOTES&SCHEDULE C.M.U. CONCRETE MASONRY INT. INTERIOR TEL. TELEPHONE P0.2 PLUMBING SCHEDULES CONT. AM S. WA !� License#5599 UNIT -L- TEMP. TEMPERATURE f' P2.1 PLUMBING DOMESTIC WATER PLAN VB,9 c. .;� _ � ,C rf 5 --_ �` r I\L f ,i ill II k,, 1 uu j1�,Ipwn`„ T 1mg1 oralll in iw ,r°:: - C/O CLEANOUT LAM. LAMINATED T&G TONGUE &GROOVE �' �: i f'' n ,� 1, � Ole P2.2 PLUMBING WASTE AND VENT PLAN OF O74- S� COL. COLUMN LAV. LAVATORY T.O. TOP OF ` =' = `� I COMM. COMMUNICATION LBS. POUNDS TPP. TYPICAL P3.1 PLUMBING DETAILS CONK. CONCRETE L.L. LANDLORD -U AL 1. L WORK AND MATERIALS SHALL BE IN COMPLIANCE WTTH APPLICABLE FEDERAL.., STATE AND 24. THE ARCHITECT'S REVIEW OF SHOP DRAWINGS SHAH ' i NOT RELIEVE THE CONTRACTOR OR THE IN k, "Q 11/05/2020 CONT. CONTINUOUS NI U.N.O UNLESS OTHERWISE LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING ADA AND SUBCONTRACTOR FROM RESPONSIBIUTY FOR DEVIATIONS FROM THE DRAWINGS OR BKM PACIFIC SOUTH TRS 224, LLC RIVERSIDE ENGINEERING MECHANICAL (FOR REFERENCE ONLY) CONTR. CONTRACTOR MAX. MAXIMUM NOTED K�nn�2na;, C.W. COLD WATER MDF. MEDIUM DENSITY U.L. UNDERWRITERS OR OTHER ACCESSIBILITY CODES. SPECIFICATIONS UNLESS HE HAS, IN WRITING,AND BROUGHT TO THE ATTENTION OF THE 1701 QUAIL STREET, SUITE 100 1 1801 PIERCE STREET SUITE 200 M0.1 MECHANICAL.LEGEND, NOTES&SCHEDULES CONSULTANT: ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT RELIEVE HIM / M0.2 MECHANICAL SCHEDULES CONT. D_ FIBERBOARD LABORATORY 2. THE CONSTRUCTION DRAWINGS,ADDENDA, BULLETINS, ETC.,ARE PROVIDED TO ILLUSTRATE HER (CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS. NEWPORT BEACH, CA. 926b0 RIVERSIDE, CALIFORNIA 92505 DEPT. DEPARTMENT MEG-I. MECHANICAL -V- CONTACT: C.E. KAISER CONTACT: CARLOS RIVAS M2.2 MECHANICAL REMODEL FLOOR PLAN DTI. DETAIL MTI. METAL VERT. VERTICAL THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY PHONE: 949.301.9241 THE FINEST QUALITY OF CONSTRUCTION MATERIAL AND WORKMANSHIP THROUGHOUT. 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REC;UIRED BUILDING EMAIL: cekaiserebkrnmgmt.com PHONE: 951.512.3280 M3.1 MECHANICAL ROOF PLAN D.F. DRINKING FOUNTAIN MFR. MANUFACTURER V.C.T. VINYL COMPOSITE TILE PERMITS PRIOR TO STARTING CONSTRUCTION. EMAIL: CRIVASORIV-ENG.COM M4.1 MECHANICAL DETAILS DIA DIAMETER M.H. MAN HOLE V.T.R. VENT THROUGH 3. THE CONSTRUCTION DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION CONCERNING DIM. DIMENSION MIN. MINIMUM ROOF EXISTING CONDITIONS, ETC.,VERIFICATION MUST BE DONE IN THE FIELD. LARGE SCALE 26. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPUCANT SHALL HAVE EVIDENCE OF DN. DOWN MISC. MISCELLANEOUS V.I.F. VERIFY IN FIELD ..1,,-. ';J ;,'; '�"� '�"'�" i��p�'" >'~!�:4`os� DRAWINGS HAVE PRECEDENCE OVER SMALL SCALE DRAWINGS. CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE D.S. DOWN SPOUT MTD. MOUNTED W LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. KEN MCCRACKEN, ARCHITECT E0.I ELECTRICAL GENERAL NOTES/SHEET INDEX DWG. DRAWING M.O. MASONRY OPENING W/ WITH 4. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING 38 EXECUTIVE PARK, SUITE 310 E- MUL. MUWON W.C. WATER CLOSET CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT 27. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER IRVINE, CA 92614 E0.2 ELECTRICAL SYMBOLS (E) EXISTING -N- WE). WOOD DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS,AND CONTRACT DOCUMENTS AS NEEDED. CONTACT:VANDANA KEU:AR E2.1 ELECTRICAL UGHIING REMODEL PLAN EA. EACH (N) NEW W.H. WATER HEATER EXTCONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ARCHITECT PHONE: 714.659.6739 E2.2 ELECTRICAL POWER REMODEL FLOOR PLAN EIFS EXTERIOR INSULATION N.I.C. NOT IN CONTRACT W/O WITHOUT EMAIL: vkelkarepmdginc.com E3.I ELECTRICAL SINGLE UNE DIAGRAM FINISH SYSTEM NO. NUMBER W.W.F. WELDED WIRE FABRIC OF ANY DISCREPANCIES. THE CONTRACTOR SHAD_BE RESPONSIBLE FOR ALL CORRECTIONS 28. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT;THE ELEC. ELECTRICAL N.R. NON RATED AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO. CONTRACTOR SHALL SUBMIT SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND E4.I UGHTING COM-CHECK ENCL. ENCLOSURE N.T.S. NOT TO SCALE SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. EXPANSIONEJ. �ANSION JOINT -O • EQ. EQUAL O.C. ON CENTER EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, INCLUDING O.D. OUTSIDE DIMENSION ,;SIN l,Iji ""�I I od 4In 1Io11 „ ' = SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL,TELEPHONE, ETC. ANY 29. ALL CONSTRUCTION RELATED PARKING MUST BE ACCOMMODATED ON-SITE. NO w �i 111 EQUIP. EQUIPMENT DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF CONSTRUCTION RELATED PARKING IS PERMITTED OF-SITE. = �, Alli �� ,r�^" 1 EXIST. EXISTING OPP. OPPOSITE THE ARCHITECT. EXT. EXTERIOR -P BUILDING CODES 30. REFER TO STRUCTURAL SHEETS FOR UST OF REQUIRED STRUCTURAL SPECIAL INSPECTIONS. I _F- P.L. PROPERTY LINE 6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB SITE BUILDING DEPARTMENT: FIRE DEPARTMENT: 2014 OREGON STRUCTURAL SPECIALTY CODE z F.D. FLOOR DRAIN PlJ3G. PLUMBING CONDITIONS AND COMPLY WITH SAFETY REGULATIONS AND RESTRICTIONS AS REQUIRED FOR 31. PROVIDE PEDESTRIAN OR VEHICULAR PROTECTION BARRICADES, TEMPORARY GUARD RAILS, 2018 INTERNATIONAL BUILDING CODE (IBC) W F.F. FINISH FLOOR PLWD. PLYWOOD CITY OF TIGARD TUALATIN VALLEY FIRE&RESCUE 2017 NATIONAL ELECTRICAL CODE ELN. FINISH P.O.C. POINT OF CURVATURE WORKERS AND PEDESTRIAN PROTECTION DURING THE COURSE OF CONSTRUCTION ON THIS AND CANOPIES NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY AS REQUIRED BY THE 13125 SW HALL BLVD. 11945 SW 70th AVENUE ( )NEC PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO EXISTING LOCAL AUTHORITIES, SECTION 3306, CBC. TIGARD, OR 97223 TIGARD, OR 97223 2018 UNIFORM MECHANICAL CODE (UMC) FLUOR. FLUORESCENT P.S.I. POUNDS PER SQUARE CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, THE PHONE: 1503) 7 18-2439 PHONE: 1503) 649-8577 2018 UNIFORM PLUMBING CODE (UPC) Iii �,. F.O. FACE OF INCH CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS REQUIRED TO 32. THE CONTRACTOR SHALL VERIFY AND PROVIDE IN BID,ALL"FIRE LANE" REQUIREMENTS ISlGNS, 2019 OREGON FIRE CODE (OFC] 0 Z F.R.F. FIBERGLASS P.T. PRESSURE TREATED THE OWNER'S APPROVAL_AT NO ADDITIONAL COST. THIS REQUIREMENT SHALL APPLY LETTERS, PAINTING, ETC.)AS REQUIRED BY THE FIRE DEPARTMENT. Q F.S. FLOOR SINK R. RISERIII 33. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH THE MOST MODERN NOISE Z REINFORCED PANEL R CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS. SITE SUMMARY a a f FT. FOOT/FEET IR) RELOCATED 7. THE ARCHITECT SHAIL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE MUFFLERS AVAILABLE AND ALL ENGINES SHALL BE KEPT PROPERLY TUNED. SITE ADDRESS 12114 SW GARDEN PLACE V FTG. FOOTING RAD. RADIUS FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR TIGARD, CA 97223CC1 FURR. FURRING R.D. ROOF DRAIN SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WFTH THE WORK,All OF WHICH 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING BUILDING SUMMARY A • SHAL LBE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCTION. THE PROJECT WILL BE A VANILLA SHELL INTERIOR TENANT IMPROVEMENT OF A PORTION OF AN JURISDICTION: 1�] 1 � ` � r ' � EXIS .TING 26,668 S.F. BUILDINGTHE AREA OF REMODEL WILL BE 4,028 S.F. ON: CITY OF TIGARD 1\‘' , I_1 �I _1: ,. .J I -:. `_'+' l` L.I 8. THE DESIGN ADEQUACY,AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY 35. THE CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE, SO AS OCCUPANCY: B (--- SUPPORTS, ETC. DURING DEMOLITION AND/OR CONSTRUCTION IS THE SOLE RESPONSIBILITY NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF THE EXISTING BUILDING DUERIDR WILL REMAIN INTACT WITH NO ADDED SQUARE FOOTAGE. THE USE: OFFICE z LTJ PLAN DETAIL REFERENCE DOOR NUMBER ; X � OF THE CONTRACTOR,AND HAS NOT BEEN CONSIDERED 131'THE STRUCTURAL ENGINEER OR CONSTRUCTION AND MEET THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. THE REMODELED INTERIOR SPACE WILL BE SUB-DMDED INTO OFFICE SPACE AND FUTURE LEASEABLE CONSTRUCTION TYPE: V$ (DCLSTING] w THE ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED PERMITS. AREA FIRE SPRINKLERS: NO I- SHEET NUMBER - THIS SIGNIFIES DETAIL - WINDOW TYPE O 9. ALL WORK NOTED"N.I.C." OR"NOT IN CONTRACT' IS TO BE ACCOMPLISHED BY A 36. WHEN THE ARCHITECT'S, CML ENGINEER'S, CITY AND/OR COUNTY STANDARDS DIFFER, THE SCOPE OF WORK OUTUNE, INCLUDES BUT NOT LIMITED TO : ALLOWABLE NUMBER OF STORIES: 2 PER TABLE 504.4 Z w IS ON SAME SHEET - CONTRACTOR OTHER THAN THE CONTRACTOR AND IS NOT TO BE PART OF THE MORE RESTRICTIVE SHALL.PREVAIL ALWAYS INFORM CONFLICTING INFORMATION TO THE ALLOWABLE BUILDING HEIGHT: 40'-0" PER TABLE 504.3 w > J CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH "OTHER" ARCHITECT. DEMOLITION INTERIOR WORK ALLOWABLE AREA 9,000 S.F. PER TABLE 506.2 O CD WALL TYPE X CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE OWNER AND/OR THE TENANT. • 2 ELEVATION REFERENCE O DEMOLISH {E) OFFICE WALLS AND DOORS FOR [N) OFFICE LAYOUT AS REQUIRED 37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEF-UP AND COORDINATION OF ALL THE REMOVE (E) FLOOR FINISHES (E) NUMBER OF STORIES: I 7 SHEET NUMBER KEYNOTE © 10. THE CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR EXAMINING CONTRACT UTILITY SERVICES FOR THE PROJECT AND SHALALSO OBTAIN FINAL SETE ADDRESS. REMOVE PORTION OF IE1 CEILING TILES AND GRID AS REQUIRED (E) BUILDING HEIGHT: +/-20'-0" (NO HEIGHT CHANGE) w L CO - • REMOVE {E) LIGHTING AS REQUIRED (E) BUILDING AREA EXISTING TO REMAIN UJ DOCUMENTS, FIELD CONDITIONS,AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN N SUB-EL EVATTON LETTER A EQUIPMENT CALLOUT '0 BEFORE PROCEEDING WITH CONST RUCTION. IF THERE ARE ANY QUESTIONS REGARDING 38. ALL MEANS OF EGRESS AND FIRE PROTECTION SHALL BE MAINTAINED AT ALL TIMES AND ANY • MODIFY(E) HVAC DUCTWORK AS REQUIRED• V 0 THESE OR OTHER COORDINATION ITEMS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING SHUT DOWN OF UFE SAFETY OR BUILDING SYSTEMS SHALL BE APPROVED AND COORDINATED REMOVE {E) EXTERIOR WINDOWS FOR{N) ROLL-UP DOORS& (N) EGRESS DOORS PARKING ANALYSIS: NOT IN SCOPE OF WORK ELEVATION REFERENCE D B CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION OR IN ADVANCE WITH THE OWNER AND THE LOCAL BUILDING DEPARTMENT BLDG INTERIOR WORK EXIT ANALYSIS: REFER TO EGRESS PLAN ON SHEET A00.10 CL% � • NEW INTERIOR NON-BEARING PARTITION WALLS FOR OFFICES AND RESTROOMS <:( SHEET NUMBER -- REVISION NUMBER /#\ RELATED WORK. • NEW FINISHES Z < O. ROOM NAME ROOM LABEL 39. SIGNS, EXCEPT AS INDICATED ON ADA TOILET ROOM SIGNS,ARE PROVIDED BY THE OWNER'S • NEW CEILING TILE AS REQUIRED ' n C ^ I 1 1. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES SIGN CONTRACTOR. THE OWNER'S SIGN VENDOR WILL PROVIDE MONUMENT SIGN BASE •• NEW LED LIGHTING v ROOM NUMBER 101 1 ("AS-BUILT DRAWINGS" AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT&THE (CONCRETE, STONE, BRICK ETC. IF PROJECT REQUIRES DECORATIVE BASE REFER TO • NEW PLUMBING FIXTURES FOR RESTROOMS AND BRFFAKARFA Z PLAN DETAIL REFERENCE I ) SHEET NUMBER OWNER UPON COMPLETION OF CONSTRUCTION NO EXCEPTION ALLOWED. DRAWINGS.THE GENERAL CONTRACTOR SHALL PROVIDE ROUGH-IN &FINAL CONNECTION. W O COLUMN GRID LINE NUMBER X 12. DURING CONSTRUCTION SITE VISITS THE CONTRACTOR IS RESPONSIBLE FOR KEEPING MEETING 40. UPON COMPLETION OF PROJECT, THE CONTRACTOR SHALL OBTAIN ALL FINAL INSPECTIONS AS • m J3 ~ ` SECTION REFERENCE MINUTES AND SHALL PROVIDE COPIES OF RFI LOGS, UPDATED CONSTRUCTION SCHEDULE REQUIRED BY THE LOCAL JURISDICTIONS AND FURNISH TO THE OWNER EVIDENCE OF All `_, . I L �,, �� J-. f'_'\ j F `° , ,, I f LJ I�I�16'1 ❑ 110 iWHICH SHALL ALSO INCLUDED AN ITEMIZED THREE (3)THREE WEEK OUTLOOK SCHEDULE. SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. SHEET NUMBER FINISH CALLOUT -I X X 1 0 r - _ 13. THE CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PER 41. WHERE EXISTING TENANTS/ BUSINESSES ARE ADJACENT TO THE JOB SIT E/TENANT,THE I. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OF PLANS FOR 1. FIRE ALARM (AS REQUIRED) ` OF DETAIL SECTION REFERENCE REQUIREMENTS ESTABLISHED BY THE OWNER, THE TENANT, OR BOTH,WHICH ARE UNDER CONTRACTOR SHALL MINIMIZE CONSTRUCTION NOISE-EXTREME NOISE CONSTRUCTION BID PURPOSES PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. 2. ALL SIGNAGEppro�e� N J_ SEPARATE CONTRACT WITH THE OWNER, OR THE TENANT, OR BOTH. SHALL OCCUR AT NON-TYPICAL BUSINESS HOURS. THE CONTRACTOR SHOULD NOTIFY SHEET NUMBER CEILING HEIGHT 1 X'X" BUILDING REPRESENTATIVES) OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. Date. III I ag p� Ca cei I- 1- 2. THE INTENT OF THESE DOCUMENTS IS TO INCLUDE ALL LABORS, MATERIALS AND - CEIUNG FINISH CALLOUT -- 1 X X 14. STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER DRAWINGS ARE EQUIPMENT,AND TRANSPORTATION NECESSARY FOR COMPLETE AND PROPER -•._ _ ELEVATION HEIGHT 0'-0"A.F. �"F.F. - SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS.ANY DISCREPANCY BETWEEN 42. THE CONTRACTOR AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND SURROUNDING EXECUTION OF THE WORK. nftlalS: ,,_„, ELEVATION LOCATION - THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR -.,......... REV DATE DESCRIPTION FOR CLARIFICATION. AND WATER POLLUTION CONTROL STANDARDS AND REGULATIONS OF THE STATE 3. GENERAL CONTRACTOR AND HIS SUB-CONTRACTORS SHALL THOROUGHLY FAMILIARIZE • 11.Q920 INITIAL AGENCY SUBMITTAL LAYOUT STARTPOINT DEPARTMENT OF HEALTH. THEMSELVES WITH THESE CONTRACT DOCUMENTS AND SHALL VERIFY THE EXISTING SITE 15. THE INTENT OF DRAWINGS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY AND CONDITIONS PRIOR TO SUBMITTING A BID.ALL SUB-CONTRACTORS SHALL PROVIDE FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY IMPUED, BUT 43. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE ALL LABOR, SUPERVISION,AND MATERIALS OF EVERY TYPE WHICH MAY BE NECESSARY ` ' is r` J ' '; 1 1 ::::M9777- NOT LIMITED TO THAT IDKPUCTTLY INDICATED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVE(S) OF THE LOCATION OF FOR SUCCESSFUL COMPLETION OF AIL WORK TO BE PERFORMED IN A GOOD AND i 1 ■1 -_ __ , .,__ , . _ _ .___ ,_„ DISPOSAL SITES. WORKMANLIKE MANNER ACCORDING TO THE TRUE INTENT AND MEANING OF 16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS,AND EQUIPMENT IN STRICT ACCORDANCE DRAWINGS AND SPECIFICATIONS. '' . ee` w'`'" .1 ii . - . .Si o 1 . NOTICE TO THE APPLICANT/OWNER/OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 44. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER ITS `" r �,, ti BY USING THIS PERMUTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION COMPLETION.WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE 4. THIS ARCHITECT AND HIS PROFESSIONAL CONSULTANTS WILL NOT HAVE CONTROL OF ` - '.► _ 51 Via ' r" OF THE WORK SPECIFIED HEREIN,YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE 17. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF ALL EXTERIOR AND THE INTERIOR OF THE BUILDING, THE PATH OF TRAVEL TO THE JOB SITE, - • Hall IA menta. t .. ` a .. -,A i 1 AND WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, ""-+ ••r . c„ -'.!V i ` .. ff. ,:� A I r. is _ ti CITY OF TIGARD FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION EQUIPMENT, SHELVING,ACCESSORIES, SIGNAGE,AND OTHER DEVICES REQUIRED. PARKING LOTS, ELEVATORS, LOBBIES AND CORRIDOR CARPETS. SEQUENCES, PROCEDURES, OR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION L` - r r Y�' ; r �'; ; = T MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN WITH THE WORK ON THIS PROJECT OR FOR ACTS OR OMISSIONS OF THE CONTRACTOR, - •_ `l '. , .+. -,4' '' - t,r,u4.1.13i:i ' ,•.'' 18. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEALANY TYPE OF ENERGY LOSS. 45. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE T - ' ,,.. ' o�on� o THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED BY THE OREGONSUB CONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK ON THIS . - A A ,r r,+. -- _- -- ^• ,et4 CONSTRUCTION CODE. AND LOCAL CODES. SITE, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ,13- L+'��I,f�r '", 14i. - + f 1 t � ` 19. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF FIXTURES ACCORDANCE WITH THE INTENT OF THE CONTRACT AND CONSTRUCTION DOCUMENTS. ;• r _4• 4y' -'' 2. NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUBCONTRACTOR/OWNER-BUILDER: AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. 46. WHERE TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH ARE REQUIRED, OBTAIN -4. .. °� ,•• Ir -4.- �'' �.; BY USING THIS PERMUTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTAILATION ISSUANCE OF A BUILDING OR GRADING PERMIT. ; + �+ '`" _. v •t :os•Lone !' '�` *" 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WORK WITH ALL ' ,, # •r r ,. ' OF THE WORK SPECIFIED HEREIN,YOU ACKNOWLEDGE AND ARE AWARE OF THE 20. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS,WITHOUT THE TRADES IN ORDER TO AVOID INTERFERENCE AND OMISSIONS. �" "" rolr `';` �'' -• ell:- '.'ds . PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE 47. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH DOES .. °w i#p' cd ... REQUIREMENTS OF THE CITY OF TIGARD FOR SPECIAL INSPECTIONS, STRUCTURAL PRIOR w � OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING CONTRACTOR'S EXPENSE. NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND THE STATE &COUNTY REQUIREMENTS. 6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT IN WRITING • • I ""' "•, .ar, + � opt.� to•_. �; ,ham.. �: '® DRAWN BY: D.A. OF ANY CONFLICTS, ERRORS,AMBIGUMES, OR DISCREPANCIES THAT THE CONTRACTOR �''" ' , ` �'`T`. wor "� 4-.770;:::COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND,AS REQUIRED ` C . BY THE OREGON BUILDING CODES. 21. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED MATERIALS 48. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR HAS DISCOVERED IN THE CONTRACT DOCUMENTS OR SITE CONDITIONS. THE ARCHITECT '`�°" '' �•M�oo•a 5i¢- �.'- 1 y 6�,i��,•u.,�� a o�,n,.��. '1 "., r p. CHECKED BY: V.K. OR EQUIPMENT WHICH ARE ETHER UNAVAILABLE DR THAT WILL CAUSE A DELAY IN THE GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR DISTRIBUTION WILL ISSUE A WRITTEN RESPONSE. ., _ a,. '�'UnrtBd Stales. !' � at nden-pian. 3. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES, CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS SYSTEMS. �,. �.Postal ice •' ,.,0.• ` �,,,,;.r�r�,, ARCH. PROJECT NO.: 1N THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. 7. GENERAL CONTRACTOR SHALL AMEND AND MAKE GOOD AT HIS OWN COST ANY • �, . s>� �ca� I 49. THE BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION OR DEMOLITION SHALL BE DONE DEFECTS OR OTHER FAULTS IN HIS SUB-CONTRACTOR WORKMANSHIP AND/OR SUPPLIED T ` J ; IT :'�� g E _�. --.Id >, , a I :- 4 B KM20001 •4 4. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY OF 22. ALL REQUESTS FOR SUBSITTUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING AND SO IN ACCORDANCE WITH THE STATE &LOCAL CODES. MATERIALS ' © .' ' * a •_ F '-r• TIGARD, DEVELOPMENT SERVICES, FOR TESTING MATERIALS, SYSTEMS, COMPONENTS,AND WILL BE CONSIDERED ONLY IF BETTER SERVICE FACILITIES,A MORE ADVANTAGEOUS DELIVERY +� /' r ,� j� ` 'r r SHEET NAME:: - - in, EQUIPMENTS. DATE, ORA LOWER PRICE WITH CREDIT TO THE OWNER/TENANT WILL BE PROVIDED WITHOUT 8. EACH BIDDER REPRESENTS THAT HE HAS VISITED THE SITE, PERFORMED INVESTIGATIONS -. ' _ SACRIFICING QUALITY,APPEARANCE,AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE AND VERIFICATIONS AS HE DEEMS NECESSARY AND FAMILIARIZE HIMSELF WITH THE ' , '• � �. :t T��I 0i1 = ;rcr r '' ;� 5- FABRICATOR MUST BE APPROVED BY THE CITY OF TIGARD, DEVELOPMENT SERVICES FOR THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND WILL BE f. },. I.I'I COVER SHEET FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. RESPONSIBLE FOR ANY AND ALL ERRORS IN HIS PROPOSAL RESULTING FROM HIS FAILURE ., ` %. - g' 1 Burnham'''''+. A r 11,0.. i ` TO DO SO. sr,r,.% a . 6. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO,AND NOTA 23. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS,THE CONTRACTOR SHALL SUBMIT ee 4 &oogle S. .x SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED I3YA CITY'S BUILDING ONE (1) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, 9. BID SHAM INCLUDE ALL MATERIALS, PRODUCTS, ETC. INDICATED IN THESE CONTIG ��ti�**.\\ , ■SHEET NUMBER:I' Al INSPECTOR. FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, DOCUMENTS. SUBSTITUTIONS OF ANY MATERIAL PRODUCT, ETC. IS NOT ACCEPTA ._25, \ purl AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALLITEMS SHOULD BE CLEARLY WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT AND COULD BE SUBJECT TC ' INDICATED. BEGIN FABRICATION OF SHOP ITEMS AFTER RECEIVING THE ARCHITECTS OR THE DISQUALIFICATION. 1111111Al m111 ® 41111 `, I DESIGNER'S APPROVAL OF SHOP DRAWINGS. NORTH KEN McCRACKEN, ARCHITECT Architecture•Program Management•Permitting 38 EXECUTIVE PARK 1. ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE SUITE 310 AND LOCAL BUILDING CODES, REGULATIONS, ORDINANCES AND STANDARDS INCLUDING 28. PRIOR TO THE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT; THE IRVINE, CA 92614 ADA AND OR OTHER ACCESSIBIUTY CODES. CONTRACTOR SHALL SUBMIT A SIGNED CERTIFICATE TO THE DEPARTMENT OF BUILDING AND SAFETY STATING THAT ALL WORK HAS BEEN PERFORMED AND MATERIALS INSTAL I ED f94Contact Jeff3 Liederman 2. THE CONSTRUCTION DRAWINGS,ADDENDA, BULLETINS, ETC.,ME PROVIDED TO ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY. jliederman1Cmdg pn mdginc.com ILLUSTRATE THE DESIGN AND GENERAL TYPE OF CONSTRUCTION DESIRED AND ARE INTENDED TO IMPLY THE FINEST QUALJTY OF CONSTRUCTION MATERIAL AND 29. All CONSTRUCTION RELATED PARKING MUST BE ACCOMMODATED ON-SITE. NO WORKMANSHIP THROUGHOUT. CONSTRUCTION RELATED PARKING IS PERMITTED OF-SITE. 3. THE CONSTRUCTION DRAWINGS ARE NOT TO BE SCALED. FOR INFORMATION 30. REFER TO STRUCTURAL SHEETS FOR UST OF REQUIRED STRUCTURAL SPECIAL INSPECTIONS. 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, JEFF LIEDERMAN, ARCHITECT AND CANOPIES NECESSARY FOR PEDESTRIAN AND VEHICULAR SAFETY AS REQUIRED BY THE SEAL: 4. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH THE LOCAL AUTHORMES, SECTION 3306, CBC. EXISTING CONDITIONS AND REVIEW AND UNDERSTAND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, 32. THE CONTRACTOR SHALL VERIFY AND PROVIDE IN BID,ALL"FIRE LANE" REQUIREMENTS AND CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE (SIGNS, LETTERS, PAINTING, ETC.)AS REQUIRED BY THE FIRE DEPARTMENT. �� A�C ARCHITECT OF ANY DISCREPANCIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL .< C / CORRECTIONS AND REPAIRS REQUIRED DUE TO HIS/HER FAILURE TO DO SO. 33. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH THE MOST MODERN NOISE /// MUFFLERS AVAILABLE AND ALL ENGINES SHALL BE KEPT PROPERLY TUNED. C3 KENNETH J. 5. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFYM RACKS J EXISTENCE AND LOCATION OF ALL EXISTING ABOVE AND BELOW GRADE, UTILITIES, 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING • INCLUDING SANITARY SEWER, STORM SEWER, WATER, GAS, ELECTRICAL., TELEPHONE, ETC. CONSTRUCTION. ANY DISCREPANCIES IN UTILITY LOCATIONS SHALL BE BROUGHT TO THE IMMEDIATE AM 5, WA ATTENTION OF THE ARCHITECT. 35. THE CONTRACTOR TO PROVIDE EFFECTIVE MEANS OF DUST CONTROL FOR THE SITE, SO AS f), License#5599 �\ NOT TO CREATE UNFAVORABLE CONDITIONS THROUGHOUT THE DURATION OF q7� OF 6. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONSTRUCTION AND MEET THE REQUIREMENTS OF LOCAL CODES AND ORDINANCES. THE 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 11/0 5/20 20 ON THIS PROJECT. PROVIDE PROTECTION AS REQUIRED TO PREVENT ANY DAMAGE TO 36. WHEN THE ARCHITECTS, CML ENGINEER'S, CITY AND/OR COUNTY STANDARDS DIFFER,THE EXISTING CONSTRUCTION WITHIN AND ADJACENT TO JOB SITE. WHERE DAMAGE OCCURS, MORE RESTRICTIVE SHALL PREVAIL.ALWAYS INFORM CONFLICTING INFORMATION TO THE KJM/2683 THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED AREA AND/OR MATERIAL AS ARCHITECT. CONSULTANT: . 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 UTIUTY 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 SHALL BE APPROVED AND WORK,ALL OF WHICH SHALL BE THE SOLE RESPONSIBIUTY 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 DEMOLITION 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 ACCOMPUSHED 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 LOCALJURISDICTIONS AND FURNISH TO THE OWNER EVIDENCE OF "OTHER" CONTRACTORS PER REQUIREMENTS ESTABLISHED BY THE OWNER AND/OR THE ALL SUCH INSPECTIONS AND CERTIFICATES OF OCCUPANCY. TENANT. 41. WHERE EXISTING TENANTS/ BUSINESSES ARE ADJACENT TO THE JOB SIT E/TENANT, THE 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 AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS BUILDING REPRESENTATIVE(S) OF SPECIAL CIRCUMSTANCES IN ADVANCE PRIOR TO WORK. REGARDING THESE OR OTHER COORDINATION ITEMS,THE CONTRACTOR IS RESPONSIBLE Z FOR OBTAINING CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK 42. THE CONTRACTOR AT HIS/HER OWN EXPENSE, SHALL KEEP THE PROJECT AND W IN QUESTION OR RELATED WORK. SURROUNDING AREA FREE FROM DUST AND DEBRIS. THE WORK SHALL BE IN CONFORMANCE WITH THE AIR AND WATER POLLUTION CONTROL STANDARDS AND W } 1 I. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES REGULATIONS OF THE STATE DEPARTMENT OF HEALTH. ("AS-BUILT DRAWINGS")AND SHALL PROVIDE SAID DOCUMENTATION TO THE ARCHITECT& ID z THE OWNER UPON COMPLETION OF CONSTRUCTION-NO EXCEPTION ALLOWED. 43. CONSTRUCTION DEBRIS AND WASTES SHALL BE DEPOSITED AT AN APPROPRIATE SITE. THE 4 O,. CONTRACTOR SHALL INFORM THE BUILDING REPRESENTATIVES) OF THE LOCATION OF IIIZ 12. DURING CONSTRUCTION SITE VISITS THE CONTRACTOR IS RESPONSIBLE FOR KEEPING DISPOSAL SITES. f MEETING MINUTES AND SHALL PROVIDE COPIES OF RFI LOGS, UPDATED CONSTRUCTION LL M 0 SCHEDULE WHICH SHAALSO INCLUDED AN ITEMIZED THREE (3)THREE WEEK OUTLOOK 44. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GENERAL CLEANING OF THE JOB AFTER WZ SCHEDULE. ITS COMPLETION.WHERE APPLICABLE, CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, THE EXTERIOR AND THE INTERIOR OF THE BUILDING,THE PATH OF TRAVEL TO THE JOB SITE, 13. THE CONTRACTOR IS SOLELY RESPONSIBLE TO COORDINATE WITH ALL SUBCONTRACTORS PARKING LOTS, ELEVATORS, LOBBIES AND CORRIDOR CARPETS. CJ) PER REQUIREMENTS ESTABLISHED BY THE OWNER, THE TENANT, OR BOTH, WHICH ARE F- UNDER SEPARATE CONTRACT WITH THE OWNER, OR THE TENANT, OR BOTH. 45. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION, WHERE REQUIRED PER STATE Z Lu AND LOCAL CODES. W 14. STRUCTURAL MECHANICAL ELECTRICAL, PLUMBING AND OTHER DRAWINGS ARE SUPPLEMENTARY TO ARCHITECTURAL CONSTRUCTION DRAWINGS.ANY DISCREPANCY 46. WHERE TRENCHES OR EXCAVATIONS 5'-0"OR MORE IN DEPTH ARE REQUIRED, OBTAIN BETWEEN THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF ISSUANCE OF A BUILDING OR GRADING PERMIT. LU THE ARCHITECT FOR CLARIFICATION. W > I 47. NO HAZARDOUS MATERIALS SHALL BE USED OR STORED WITHIN THE BUILDING WHICH °- I 5. THE INTENT OF DRAWINGS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES DOES NOT COMPLY WITH THE LOCAL FIRE AUTHORITY AND THE STATE &COUNTY NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, DESCRIBED, OR REASONABLY REQUIREMENTS. (= Z IMPUED, BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS. W 48. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BLOCKING OFF SUPPLY AND RETURN AIR 0 N 16. INSTALL ALL MANUFACTURED ITEMS, MATERIALS,AND EQUIPMENT IN STRICT ACCORDANCE GRILLES, DIFFUSERS & DUCTS TO KEEP DUST FROM ENTERING INTO BUILDING AIR WITH THE MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERVI/ISE. DISTRIBUTION SYSTEMS. 7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING IN WALLS FOR SUPPORT OF 49. THE BUILDINGS UNDERGOING CONSTRUCTION,ALTERATION OR DEMOLITION SHALL BE Z Q ALL EQUIPMENT, SHELVING,ACCESSORIES, SIGNAGE,AND OTHER DEVICES REQUIRED. DONE SO IN ACCORDANCE WITH THE STATE & LOCAL CODES. , n 18. ALL PENETRATIONS SHALL RECEIVE CAULKING TO SEAL ANY TYPE OF ENERGY LOSS. W v O 19. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL APPLICABLE DIMENSIONS OF I FIXTURES AND EQUIPMENT SUPPLIED AND/OR INSTALLED BY OTHERS. I C/) 0 20. ANY WORK INSTALLED IN CONFLICT WITH THE CONSTRUCTION DRAWINGS, WITHOUT THE r � PRIOR APPROVAL OF THE OWNER AND THE ARCHITECT SHALL BE CORRECTED AT THE V CONTRACTOR'S EXPENSE. IO , n 21 . THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY SPECIFIED J N v-- MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR THAT WILL CAUSE A DELAY On IN THE CONSTRUCTION COMPLETION SCHEDULE. THE CONTRACTOR SHALL SUBMIT CONFIRMATIONS OF DELIVERY DATES FOR ORDERS OF MATERIALS AND EQUIPMENT REV DATE DESCRIPTION HAVING LONG LEAD TIMES. 11.09.20 ' INITIAL AGENCY SUBMITTAL 22. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMI I I ED IN WRITING -� AND WILL BE CONSIDERED ONLY IF BET I ER SERVICE FACILITIES,A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE OWNER/TENANT WILL BE -_... PROVIDED WITHOUT SACRIFICING QUALITY,APPEARANCE,AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 23. UNLESS OTHERWISE NOTED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL - - SUBMIT ONE (I) SET OF SHOP DRAWINGS. SHOP DRAWINGS SHOULD INCLUDE DETAILED, FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS, AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHOULD BE CLEARLY INDICATED. BEGIN FABRICATION OF SHOP ITEMS AI-1 ER RECEMNG THE ARCHITECTS OR THE DESIGNER'S APPROVAL OF SHOP DRAWINGS. 24. THE ARCHITECTS REVIEW OF SHOP DRAWINGS SHALL NOT REUEVE THE CONTRACTOR OR - THE SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRMNG,AND BROUGHT TO THE ATTENTION OF THE LIONOWIMM 3111W ARCHITECT SUCH DEVIATIONS AT THE TIME OF THE SUBMISSION, NOR SHALL IT REUEVE HIM / HER(CONTRACTOR) FROM RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWN BY: D.A. DRAWINGS. CHECKED BY: V-K. 25. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED ARCH. PROJECTAANO.: BUILDING PERMITS PRIOR TO STARTING CONSTRUCTION. B K I V 12000 1 .4 26. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL HAVE EVIDENCE OF SHEET NAME: CURRENT WORKMAN'S COMPENSATION INSURANCE COVERAGE ON FILE WITH THE STATE LABOR DEPARTMENT IN COMPLIANCE WITH CURRENT LABOR CODES. 27. PROVIDE CONTINUOUS INSPECTIONS AS SET FORTH IN STATE AND LOCAL CODES AND PER G E N E RAL CONTRACT DOCUMENTS AS NEEDED. NOTES ESHEET NUMBER: SUITE # 1 - EXIT WIDTH AND NUMBER CALCULATIONS KEN MCC RAC KEN, OCCUPANT LOAD ARCHITECT ROOM GROSS AREA(S.F.) FACTOR OCCUPANCY LOAD Architecture•Program Management•Permittins FUTURE LEASABLE SPACE 2161 300 7 OPEN OFFICE SPACE 1 171 100 12 38 EXECUTIVE PARK SUITE 310 OFFICES 271 100 3 IRVINE, CA 92614 CONFERENCE ROOM 15315 10 Contact Jett Liedermon —— (949)430-7051 TOTAL AREA 3,756 32 jilederman4pmdginc.com GROSS SQUARE FOOTAGE OF SPACE AS DEFINED BY THE INTERIOR FACES OF THE BUILDING WALLS AND DEMSING WALLS. INCLUDES ALL OCCUPABLE AREAS, INCLUDING AREAS OF CIRCULATION. REST ROOM AREA-EXEMPTED ACCESSORY AREAS • EXIT ACCESS TRAVEL DISTANCE (TABLE 1017.2) JEFF LIEDERMAN, ARCHITECT B 200'WITHOUT SPRINKLER SYSTEM SEAL: • MAXIMUM COMMON PATH OF TRAVEL(TABLE 1006.2.1) B 75'WITH SPRINKLER SYSTEM TOTAL EGRESS WIDTH REQUIRED [IBC SECTION 1005.3.2) KENNETH J. CD 1.1F\5-0> 32 MAX INTERIOR OCCUPANT x 0.15"= 4.8" M RACKE• 11=1 MIN • TOTAL EGRESS WIDTH PROVIDED: ' AM S, WA I (1 License#5599Q ' _ (1 ®361 34"x I CLEAR DOOR EXIT= 36" 0" f : - [1 ®3b"1 34"x i CLEAR DOOR EXIT= 36" '�i�` ��r®i - - I * * -, — - I � TOTAL = 72" OF (4111) OFFICE ' ' OFFICE / 72" >4.8" THEREFORE REQUIRED EGRESS WIDTH OK 11/05/2020 CONF. I • REQ'D MINIMUM DISTANCE BETWEEN EXITS= 1/2 DIAGONAL DISTANCE OF AREA SERVED (FULLY FIRE SPRINKIJ REDS CONSULTANT: ROOM ' ' --� %; 95`-5"/2= 47'-8" MIN. DISTANCE BETWEEN EXITS. � ' i / • 77-11">4T-8" THEREFORE DISTANCE BETWEEN EXITS PROVIDED OK. 'y> Om m i //,://: OPEN OFFICE O ,'v i I OF EXITS REQUIRED 2 n �� F.E. j IMI- O I-i- " # OF EXITS PROVIDED 2 W � ` A I , :_ { 'O i T tl z I- 4 _ UNISEX _ BREAK AREA 2' SCO - 2 R.R. r F lin f '/I/ l /' itzp., % ..,77/ //// - 3 29•. UNISEX �' , ;D IP _ ICIR.R. , / .7. i I ;/ ,,, td, Apl .A$,W4.0 2 z /' i -\ IPF.E. ►•r , 0 < 1 m , W y, .., :- I E ?lc Z //://:/// E : i C1:1 Z u / I ,LL., ,,Y(.,.,,,,.,„.,A,, VI ,,,,,,,, 11)'1.1..[1 N - /•• •. •• �• •• ••••t..�.....t..,,,.„,......,.„...,,/,.... • }�/ gr, 1rc+ v+,nrl- „ _ . . MIN wrl 1101 um li No mo � mil ow RAVEimEL A,i I F-- DISTANCE - 80 0/ Z W FUTURE LEASABLE AREA I ////////// / /7/////AV W U I '1( / ' f 1Z .-m--.W I W /, 1 il ,1 iel • I , �,o P _1[.1.„,.111111.f11..11.f1. ...Fil,„„,.M1- ,� / (I +� _c24. rA, • r.ow: ,V1, , /I W W N ,1:0_1/ fill ...) a C\I 1 , A I /' - ELECT. I < I—.... Ce h% ../////) Z CLOSET ' fil"/ I Z Q �► .if AM"rte I / �� < 0 Q - i- NI- 12 I2 LD r--- Q / I . (- 9N0 1 m REV DATE r DESCRIPTION pr LIFE SAFETY & EGRESS CALCULATIONS 11.092011.0920INITIAL AGENCYSUBMIiAI I KEY DESCRIPTION iCLEAR FLOOR SPACE AT EXTERIOR OF DOOR. T IMAXIMUM SLOPE OF 2.0%IN ANY DIRECTION. ��• ACCESSIBLE PATH OF TRAVEL ,, `• /, (MIN. 44" CLEAR WIDTH) / , / F ILLUMINATED EXIT SIGN. -.. �/////`i//` EXIT SIGN (ARROW INDICATES DIRECTION). DRAWN 8Y: D.A. // / , r,1 TEO SEE ELECTRICAL DRAWINGS. i MAJQMUM TRAVEL DISTANCE ARCH. PROJECT �i / i'//:/ �, CHECKED BY: V.K. ////' , // ,/,�, /1 // �I NO.: >' /.///,.///' / ;/" # OCCUPANT LOAD / //// ,/,,,/, , , , BKM20001 .4 ,.///// , / // y�/ SHEET NAME: ///////' / ti L F.E. FIRE EXTINGUISHER: SEE SHEET A02.10 FOR SPECS EGRESS PLP , & EXIT /�/ / / �. /, , / ,// i �``�� CP�LCUI�TI®SIS i/ ` /j ///,\//,-/./,-/,,,,,/ /,// /' ' ,/,/,/ //: V NORTH SHEET NUMBER: . EGRESS PLAN _ I - - I . -*32" MIN.+ *32" MIN.* *32" MIN.+ DOOR NOTES KEN McCRACKEN, 1. REVOLVING DOORS, REVOLVING GATES,AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE AND SHALL } x • _ ( =i' r -1 57 I' COMPLY WITH SECTIONS 402.3 AND 402.4. ARCHITECT O i I 1 I I I 2. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL. chiteclure•Program Manage: . . z I I MIN. Z1'I I 2 -I ' z I p 71 3. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH z 61$" MIN. /18" II I 2 111> I 2 rq> I z SWINGING DOORS SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP,WITH THE DOOR OPEN I Z I 1 38 EXECUTIVE PARK 24" MIN. 90 DEGREES. IN ALTERATIONS,A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE I I I 36" MIN. I 1 `2Z" MIN. I ,�,, I Z4' MINI I PERMITTED FOR THE LATCH SIDE STOP. SUITE 310 HINGED DOOR SLIDING DOOR FOLDING DOOR I I I I I I _ ,� �( / I I �( N I y 1 y 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 BETWEEN 34 INCHES AND 80 INCHES Contact:Jeff Liederman CLEAR WIDTH OF DOORWAYS I_ J l- _I > I L J -I L - - J ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. 19491430-7051 CJSCI. -n- r> --- } 5. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 iederman pmdginc.cam INCHES OF THE LATCH SIDE OF A DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, r r t \ " r L FRONT APPROACH. PULL SIDE PULL SIDE HINGE APPROACH, PULL SIDE SIDE APPROACH POCKET OR HINGE APPROACH LATCH APPROACH. PULL SIDE STOP OR LATCH APPROACH MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. L / "� ' 6. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL NOT SLOPE STEEPER THAN 1:48. / 11 2 60" MIN. z 7. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. I! 48" MIN. 2 I _ _ 8. THE DISTANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES 1\ '\ 1--- - ---1 - - -I I- - - - I MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. THE SPACE BETWEEN THE DOORS I I Ij I T - . - 1 z II-1 r t I I SHALL PROVIDE A TURNING SPACE. JEFF LIEDERMAN, ARCHITECT Z Z V z 1 Z"MIN. I I 2 z z 9. HANDLES, PULLS, LATCHES, LOCKS,AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL BE OPERABLE WITH 12" MIN.1.\ II I II 1 1 Z I I I 12" MIN. I ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE SEAL: ! I co ;� 124" MIN. N I r 24" MIN. I I 22" MIN. I I 22" MIN. I REQUIRED TO ACTIVATE OPERABLE PARTS SHAH BE 5 POUNDS MAXIMUM. I 1 I I 1 '1\ I l� y / /� I I ,I, �, J J{ - 10. OPERABLE PARTS OF HARDWARE SHALL BE 34 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR L X>8 _ _ _ I OR GROUND. - - - - 'I� 7.4„,,..„..m. J_ J ;� �k .c J.� 11. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE n, / \ - TIME REQUIRED TO MOVE THE DOOR TOA POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. ��D AI�c' �� \� z 12. THE FORCE FOR PUSHING OR PULLING OPEN AN INTERIOR DOOR OR GATE SHALL BE 5 POUNDS MAXIMUM. � /y2, -48" MIN. 13. THE FORCE FOR PUSHING OR PULLING OPEN REQUIRED FIRE DOORS SHALL BE THE MINIMUM OPENING FORCE I KENNETH J. ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. /� .0 k_4 L A k A J k d L J L 4 14. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED C M RACKE \ �/ / VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR • •. \ / 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, 15. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 404.3. FULL-POWERED AUTOMATIC LAMB#'5WA 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/BHMAAI 56.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITHupx DOORS IN SERIES CLOSER AND LATCH CLOSER AND LATCH ANSI/BHMAAI 56.19. '9J� Vr O��C7 N.T.S. V 14°4 ///0s/20,20 07.oR20 SIGN TEXT 2. WHERE A TACTILE SIGN IS PROVIDED ATA DOOR,THE SIGN SHALL BE LOCATED ALONGSIDE KJMi2 683 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 CONSULTANT: 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 CHLARAC I ERS SHALL BE DUPLICATED 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 ® 0 0 UPPERCASE AND SANS SERIF FONT. SHALL.BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE I i 4. CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASELINE OF THE CHARACTER SHALL CHARACI ERS 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 j UPPERCASE LETTER"I". THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN li N \ 5. STROKE THICKNESS OF THE UPPERCASE LETTER"I"SHAM BE 15 PERCENT MAXIMUM OF THE POSITION. f / "-'�' TEXT I� /- - 1 HEIGHT OF THE CHARACTER. VISUAL CHARACTERS DIRECTIONAL SIGN ISA SIGN TEXT ' I � SIGN BRAILLE 1. CHARACTERS AND THEIR BACKGROUND SHALLHAVE A NON-GLARE FINISH. CHARACTERS iI I. BRAILLE SHALT 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 I ' / t • 2. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. � � / TABLE 703.4.3.THE INDICATION OF AN UPPERCASE LE I I ER 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 Eo ,0 LETTERS OF THE ALPHABET, INITIALS,AND ACRONYMS. ACCESSIBILITY. 3. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL PICTOGRAMS 2. SYMBOLS OF ACCESSIBILJTY AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTNJNED, BRAILLE SHALL BE PLACED SYMBOLS OF ACCESSIBILITY SHALL CONTRAST WITH THEIR BACKGROUNDS,WITH EITHER A UGHT ..litili HEIGHT OF TACTILE CHARACTERS BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH MINIMUM AND 1/2 INCH I. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND SYMBOL ON DARK BACKGROUND OR A DARK SYMBOL ON A LIGHT BACKGROUND. {MAXIMUM FROM ANY OTHER TACTILE CHARALI ERS AND 3/8 INCH MINIMUM FROM RAISED BRAILLE SI-ALL NOT BE LOCATED IN THE PICTOGRAM FIELD. 3. DIRECTIONAL SIGNS THAT INDICATE THE LOCATION OF THE NEAREST ACCESSIBLE ENTRANCE BORDERS AND DECORATIVE ELEMENTS 2. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON-GLARE FINISH. PICTOGRAMS SHALL SHALL BE PROVIDED AT NON-ACCESSIBLE ENTRANCES. I 1111 CONTRAST WITH THEIR FIELD WITH EITHER A UGHT PICTOGRAM ON A DARK FIELD ORA '� SIGN INSTALLATION DARK PICTOGRAM ON A UGHT FIELD. W 1, TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWESTW >- BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND W Z SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST UNE OF RAISED CHARACTERS. III I I. 0Q Q Z a E Act N.T.S. I N.T.S. COI 1703 ENTRY AND DIRECTIONAL ,SiiJ I o7,08. 07.08.20t STORAGE: 9. NUMERIC KEYS SHALL BE ARRANGED INA 12-KEY ASCENDING OR DESCENDING CHECKOUT COUNTERS: (.r) TELEPHONE KEYPAD LAYOUT.THE NUMBER FIVE KEY SHALL BE TACTILELY DISTINCT FROM I- I. WHERE BINS ARE PROVIDED FOR ENVELOPES,WASTE PAPER,OR OTHER PURPOSES,AT THE OTHER KEYS. I. WHERE CHECK-OUT AISLES ARE PROVIDED,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE WITH THE IBC. LEAST ONE OF EACH TYPE SHALL BE ACCESSIBLE. 10. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BACKGROUND SURFACES.CHARACTERS WHERE CHECK-OUT AISLES SERVE DIFFERENT FUNCTIONS,ACCESSIBLE CHECK-OUT AISLES SHALL BE PROVIDED IN ACCORDANCE z W 1 2 3 [ 7 [ 8 9 2. A CLEAR FLOOR OR GROUND SPACE SI-TALL BE PROVIDED. AND SYMBOLS ON KEY SURFACES SHALL CONTRAST VISUALLY FROM KEY SURFACES,VISUAL WITH THE IBC FOR EACH FUNCTION.WHERE CHECK-OUT AISLES ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY, w 3. STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REQUIRED ACCESSIBLE CONTRAST SHALL BE EITHER LIGHT-ON DARK OR DAPo(-OMJGHT. ACCESSIBLE CHECK-OUT AISLES SHALL BE DISPERSED. u ` 4 ` 5 ` 6 4 5 6 REACH RANGES. 1 I. FUNCTION KEY SURFACES SI-AL HAVE TACTILE SYMBOLS AS FOLLOWS: ENTER ORLI 2. CHECKOUT COUNTER SURFACE HEIGHT SHALL BE 38 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND.THE TOP OF THE 4, OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT R1 QUIRE TIGHT PROCEED KEY:RAISED CIRCLE;CLEAR OR CORRECT KEY:RAISED LEFT ARROW;CANCEL KEY: Z w GRASPING, PINCHING,OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE RAISED LETTER D( ADD VALUE KEY:RAISED PLUS SIGN; DECREASE VALUE KEY: RAISED N COUNTER EDGE PROTECTION SHALL BE 2 INCHES MAXIMUM ABOVE THE TOP OF THE COUNTER SURFACE ON THE AISLE SIDE OF THE __ 7 J 8 9 2 3 OPERABLE PARTS SHALL BE 5 POUNDS MINUS SIGN. J CHECK-OUT COUNTER. ( " ( 0 0 J # , ATM REQUIREMENTS: 12. THE DISPLAY CENTER OF THE CEN SHALL LFAR FLOOR SPACE IN TOM A POINT RO O THEA MACHIN 0 INCHES ABOVE THE / SALES AND SERVICE COUNTERS: 2 O ci_ 13. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE IN A SANS SERIF FONT.CHARACTERS ,' flg 12-KEY 12-KEY 1. A CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED. SHALL BE 3/16 INCH HIGH MINIMUM BASED ON THE UPPERCASE LEITER T.CHARACTERSi. WHERE PROVIDED,AT LEAST ONE OF EACH TYPE OF SAl E5 COUNTER AND SERVICE COUNTER SF W L BE ACCESSIBLE.WHERE w Cr) w ASCENDING DESCENDING 2. CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK COUNTERS ARE DISPERSED THROUGHOUT THE BUILDING OR FACILITY,ACCESSIBLE COUNTERS ALSO SHALL BE DISPERSED. GRASPING,PINCHING,OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. m m 2. THE ACCESSIBLE PORTION OF THE COUNTER TOP SHALL EXTEND THE SAME DEPTH AS THE SALES OR SERVICE COUNTER TOP. (....) ❑ N OPERABLE PARTS SHAWL BE 5 POUNDS. 14. BRAILLEINSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. 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 i_ 4. AUTOMATIC TELLER MACHINES SHALL PROVIDE THE OPPORTUNITY FOR THE SAME DEGREE THE 36 INCH MINIMUM LENGTH OF COUNTER. z OF PRIVACY OF INPUT AND OUTPUT AVAILABLE TO ALL INDIVIDUALS. 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 5. MACHINES SWILL BE SPEECH ENABLED,OPERATING INSTRUCTIONS AND ORIENTATION, HIGH MAXIMUM ABOVE THE FINISH FLOOR. Z Q 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 TO0 \ DISPLAYED INFORMATION FOR FULL USE SHALL BE ACCESSIBLE TO AND INDEPENDENTLY 36' MIN. FACILITATE VOICE COMMUNICATION SHALL BE PROVIDED w O USABLE BY INDIVIDUALS WITH VISION IMPAIRMENTS.SPEECH SEIALL BE DELIVERED RAISED J THROUGH A MECHANISM THAT IS READILY AVAILABLE TO ALL USERS, INCLUDING BUT NOT COUNTER LIMITED TO,AN INDUSTRY STANDARD CONNECTOR ORATELEPHONE HANDSET. SPEECH FOOD SERVICE UNES: I ,�,� ACCESSIBLE ❑ 0 w SHALL BE RECORDED OR DIGITIZED HUMAN,OR SYNTHESIZED. 6. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED.VOLUME CONTROL $ COUNTER 1. WHERE SELF-SERVICE SHELVES ARE PROVIDED,AT LEAST 50 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED SHALL SWILL BE PROVIDED FOR THE SPEECH FUNCTION. COMPLY WITH REQUIRED REACH RANGES. �/ V27. WHERE RECEIPTS ARE PROVIDED,SPEECH OUTPUT DEVICFC SHALL PROVIDE AUDIBLE 2. THE TOPS OF TRAY SLIDES SHALL BE 28 INCHES MINIMUM AND 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. ' h ,--- < F2 O BALANCE INQUIRY INFORMATON, ERROR MESSAGES,AND ALL OTHER INFORMATION ON v THE PRINTED RECEIPT NECESSARY TO COMPLETE OR VERIFY THE TRANSACTION. ❑ ' h - B. AT LEAST ONE TACTILELY DISCERNIBLE INPUT CONTROL SHALL BE PROVIDED FOR EACH m V ATM REACH HEIGHT FUNCTION.WHERE PROVIDED,KEY SURFACES NOT ON ACTIVE AREAS OF DISPLAY J CSI SCREENS,SHALL BE RAISED ABOVE SURROUNDING SURFACFC.WHERE MEMBRANE KEYS CO CO T- ARE THE ONLY METHOD OF INPUT',EACH SI-FALL BE TACTILELY DISCERNIBLE FROM SERVICE COUNTER FRONT ELEVATION SURROUNDING SURFACES AND ADJACENT KEYS. l 1I REV DATE DESCRIPTION d^'�TIliV I N.T.S. I N.T.S. 11.O' 23 INITIAL AGENCY SUBMITTAL 904 11 1707 07.08.20 i 07.0 -- 1 r FORWARD REACH: 1 I --. . I I. WHERE AFORM/ARD REACH I5 UNOl3STRUCTED,THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM i ---- J 60" MIN. 60" MIN. 717? AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 1. ! i / 2. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION,THE CLEAR FLOOR SPACE SHALL EXTEND BENEATHr - 1- - - � (-�_ _ - _i n En THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION.THE , z ? = x II, �I ill:1:i I_ _ _ HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. \ I I zI gf I'; I g I II ,1Q Iao '�` _Ia- .I WHERE THE REACH DEP1N EXCEEDS 20 INCHES,THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM // \ ;0 IQ I ? 1 I I 1 b I , I I '�I�1II, �''� J I! 'I m I AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM. m f 0 �,_ L= - - J L- - - ,r ,ir I ,� ,( l' .k SIDE REACH: 1 / r j r �� 1111---11 1I rV�I1 1 48" MIN. 1, 36" MIN. / _ / Nz I 1 L - - _I REACH DEPTH] REACH DEPTH] REACH DEPTH 1 I. WHERE ACLEAR FLOOR ORGROUND SPACE ALLOWS APARALLELAPPROACH TOAN ELEMENT AND THE SIDE \ ` / ,, L BASE _ 430" MIN.* s� REACH IS UNOBSTRUCTED,THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH 10" MAX. 10" MAX. 10"to 24" MAX. SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. L 36" MIN. FORWARD PARALLEL n I • ~ u 2. AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT 12" MIN.] 12" MIN. x I I, SIDE REACH WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. I- - - _I 3. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE HIGH 60" MIN. SIDE REACH IS OVER AN OBSTRUCTION,THE HEIGHT OF THE OBSTRUCTION SHALL BE 34 INCHES MAXIMUM AND CIRCULAR SPACE T-SHAPED SPACE / DRAWN BY: D.A. REACH DEPTH REACH DEPTH THE DEPTH OF THE OBSTRUCTION SHALL BE 24 INCHES MAXIMUM,THE HIGH SIDE REACH SHALL BE 48 INCHES CLEAR FLOOR SPACE NOTES: 20" MAX i GREATER THAN r .• _ MAXIMUM FOR A REACH DEPTH OF 10 INCHES MAXIMUM.WHERE THE REACH DEPTH EXCEEDS 10 INCHES,THE ALCOVE CHECKED BY: V.K. 20"to 25" MAX. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM FOR A REACH DEPTH OF 24 INCHES MAXIMUM. TURNING SPACE NOTES: 1. SLOPES NOT STEEPER THAW 1:48 SHALL BE PERMITTED. ARCH. PROJECT NO.: 1 t. 2. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES i 1. SLOPES NOT STEEPER THAN E:48 SHALL BE PERMITTED. MINIMUM. B KM2000 I .4 r 2. CIRCLE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE 3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE. INCLUDE KNEE AND TOE CLEARANCE. SHEET NAME: �lni.. eo rlu,._. 3. T-SHAPED TURNING SPACE SHALL BE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND 4. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED ANSI �`�� 1�rr,�� LASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. /11 VSI A l 1 7. 1 1 Aio -r-p1 /Ili1�` 1 >t`' 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 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. FORWARD REACH OVER OBSTRUCTIONS 4. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES UNLESS OTHERWISE 7. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES. DETAILS SPECIFIED. C I! U SHEET NUMBER: 177 A\r°1-11 A . N.T.S. N.T.S. N.T.S. 308 , 304 305 -- - . 07.08.20 07.09, 07.09.20 SINGLE USER SIZE: DRINKING FOUNTAIN NOTES KEN Mc C RAC KE N, 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 SHALL 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 PERMITTED TO Architecture•Program Management-Permlltir}g 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 FORA FORWARD APPROACH AND CENTERED ON 38 EXECUTIVE PARK -rFLOOR MOUNTED WCC � -rig, FLOOR MOUNTED WC 1. WHEELCHAJR 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 SHALL BE PROVIDED. IRVINE, CA 92614 t -56" MIN. t 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 74 6 WALL MOUNTED WC -fi WDLL MOUNTED WC Contact:Jeff Liederman TWISTING OF THE WRIST.THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. (949)430-7051 TOILET COMPARTMENT DOORS: 5„ MAX 6. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. jiiedermanCpmdginc.com 15' MIN. 7. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE I. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404 EXCEPT THAT IF THE APPROACH IS �L� FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. z O z O z D TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE STALLAND ANY OBSTRUCTION 8. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM H SHALL BE 42 INCHES MINIMUM. *Air FROM THE FRONT OF THE UNIT.THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO Z. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. 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 1 ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM,WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND o ALLOWED 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 LIEQERMAN, ARCHITECT WITHIN WC \ - ` , = 4. THE DOOR SHALL BE SELF-CLOSING. o 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 SWING INTO THE 6. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. - - t�� o REQUIRED MINIMUM ,.�� m MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. I I COMPARTMENT ENTTHE TOE CLEARANCE: •_ �- 4"%y1 QED ARn SIZE OF CLEARANCE AT SIDE OUT-SWINGING DOOR SIDE IN-SWINGING DOOR 1. THE FRONT PARTITION AND AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE D '�� [4 2. WATER CLOSETS IN FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT-SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION \� SINGLE USER RESTROOM SUPPORT MEMBERS. CKENNETH J. 2. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE ATOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. M . RACKS 3. TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED INA COMPARTMENT GREATER THAN 66 INCHES WIDE. • 59"MIN. 59"MIN. DRINKING FOUNTAIN DRINKING FOUNTAIN AM S. WA ®FLOOR MOUNTED WCC �0 FLOOR MOUNTED WCC AMBULATORY ACCESSIBLE COMPARTMENTS: SPOUT LOCATION ELEVATION up, License S 5599 56"MIN. 56"MIN. + i • r + 1. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES MINIMUM AND A WIDTH OF 36 INCHES. / ®WALL MOUNTED WC� '-*WALL MOUNTED WC'' 2. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 404, EXCEPT THAT IF THE APPROACH 9�f of a�� _.4....__.4...._ M' IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY r ALTERNAT DOOR I OBSTRUCTION SHALL BE 42 INCHES MINIMUM. THE DOOR SHALL BE SELF-CLOSING.A DOOR PULL COMPLYING WITH SECTION DRINKING t°�FOUNTAINS N.T.S. / 404.2.6 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO 1109.5,60 2 /05/2020 ri O I z O LOCATION THE MINIMUM REQUIRED COMPARTMENT AREA. 07.0010 2 ' OVERLAP: CONSULTANT: K,srz �s X13 1/2" MIN. 1. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET,ASSOCIATED GRAB J. 13 1/2'MIN. �' i L 1 - u s - 4" MAXI BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, COAT HOOKS, SHELVES,ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND 4.. MAX Ji CLEARANCES REQUIRED AT OTHER FIXTURES,AND THE TURNING SPACE. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED 42" MIN. \ DOOR SHALL THE WITHIN THE REQUIRED WATER CLOSET CLEARANCE. REQUIRED MINIMUM WATER CLOSET: AREA OF THE COMPARTMENT I I 1. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE.THE CENTERUNE OF THE 1�r 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 1HNSuI.ATE PIPS -1%- DOORS WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY m 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 LAVATORY ELEVATION O -PARTITION -PARTITION . HIGH MAXIMUM. Z LAVATORY NOTES: WALL HUNG TYPE STALL TYPE 6" MIN. 6" MIN. b I. A CLEAR FLOOR SPACE POSITIONED FOR A FORWARD APPROACH,AND KNEE AND TOE URINAL NOTES: 'O CLEARANCE SHALL BE PROVIDED.CES. 1. URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES Z. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOECMAXIMUM ABOVE THE FINISH FLOOR OR GROUND. N. 9" MIN. u i-' 12" MIN. `� 3. LAVATORIES AND SINKS SHALL BE INSTAL I FD WITH THE FRONT OF THE HIGHER OF THE RIM 2. URINALS SHALL BE 13-1/2 INCHES MINIMUM MEASURED FROM THE OUTER FACE OF _ OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE URINAL RIM TO THE BACK OF THE FIXTURE. 11." Z 4. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE 3. A CLEAR FLOOR OR GROUND SPACE POSITIONED FOR FORWARD APPROACH SHALL BE 2 TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.THE FORCE REQUIRED TO PROVIDED. z k k Z f 1 �, ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. HAND-OPERATED METERING FAUCETS 4. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH W g ELEVATION ELEVATION �- CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT 6" MIN. I I ADULT CHILDREN - SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. `O -/ 36 5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS. E W >- ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. Q Z TOE CLEARANCE TOE CLEARANCE AMBULATORY COMPARTMENT II I +d < Z Cli N.T.S. N.T.S. N.T.S. Cril E U �. ��5 .... • • • • 07.0920 m 0820 07.0820 GRAB BAR NOTES: CLEAR SPACE Ce") z I. GRAB BARS 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 I- 4' 39%41" / 2 ON THE REAR WALL FIXTURE. z W -/-54" MIN. G0 2. THE SIDE WALL GRAB BAR 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 W MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR � f CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE ARC OF THE DOOR SWING, F- 12" MAX. �' WALL. ,t } DOORS SHALL BE PERMITTED TO SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED y' I 4, 3. A VERTICAL GRAB BAR 18 INCHES MINIMUM IN LENGTH SHALL BE MOUNTED WITH THE FOR ANY FIXTURE ZW 42" MIN. BOTTOM OF THE BAR LOCATED 39 INCHES MINIMUM AND 41 INCHES MAXIMUM ABOVE Es n 4. > J _ THE FLOOR,AND WITH THE CENTER UNE OF THE BAR LOCATED 39 INCHES MINIMUM AND co z TOILET ROOM ACCESSORIES LLI [i I -- 41 INCHES MAXIMUM FROM THE REAR WALL. 1. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHAM BE INSTALLED WITH THE BOTTOM O II �;ti 4. THE REAR WALLGRAB 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 CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES 2. COAT HOOKS SHALL BE LOCATED WITHIN 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR. Ce 7 II MINIMUM ON THE OTHER SIDE. DISPENSER UNIT LOCATION 3. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES MAXIMUM ABOVE THE FINISH w Z CO F * z �� 5. THE REAR GRAB BAR SHALL BE PERMITTED TO BE 24 INCHES LONG MINIMUM, CENTERED FLOOR. w N ON THE WATER CLOSET, WHERE WALL SPACE DOES NOT PERMITA LENGTH OF 36 INCHES 4. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, OR OTHER ACCESSORIES r _ 0 N SIDE WALL GRAB BAR . MINIMUM DUE TO THE LOCATION OF A RECESSED FIXTURE ADJACENT TO THE WATER ARE PROVIDED IN TOILET FACILITIES,AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN V N . CLOSET. ACCESSIBLE ROUTE.ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL BE 48 INCHES MAXIMUM I- C 6. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF I-1/4 ABOVE THE FINISH FLOOR. Z < 0` I-I/2h. " INCHES MINIMUM AND 2 INCHES MAXIMUM. 5. TOILET PAPER DISPENSERS SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF Q MIN. II I 7. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 INCHES. THE SPACE THE WATER CLOSET MEASURED TO THE CENTERUNE OF THE DISPENSER.THE OUTLET OF THE / I� Ce -,l'-36" MIN. BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE ENDS SHALL BE r DISPENSER SHALL BE BELOW THE GRAB BAR, 18 INCHES MINIMUM ABOVE THE FINISH FLOOR AND `J 24 MIN.-\I\ /12" MIN. -' 1-1/2 INCHES MINIMUM. THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS TO MIRROR SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF ATYPE THAT z ABOVE SHALL BE 12 INCHES MINIMUM. - °° I--I--I 0 i - SURFACE CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. f 7 PROJECTING OBJECTS RECESSED OBJECTS 8. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 - INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING 2 I Q SURFACE. `- SPACING OF GRAB BARS 9. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE II - OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. TRANSFER SIDE tn 10. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. \ 2 V ,- < Ill. GRAB BARS SHALL BE INSTALLED IN ANY MANNER THAT PROVIDES A GRIPPING SURFACE AT / 0 / I� THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SEAT TOWEL WASTE PRODUCT TOWEL SOAP MIRROR SL.. J N `J SPACE. COVER & DISPENSER I- I2. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL DISPENSER WASTE m REAR WALL 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. 11.09.20 : INITIAL AGENCY SUBMITTAL 16°4' 603,604 0.09.10 07 08XP TOE CLEARANCE �_.�..___... I. SPACE UNDER AN ELEMENT BETWEEN THE FINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE. 2. r- - - - - z" 2. TOE CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT. ii ` 3. WHERE TOE CLEARANCE IS REQUIRED AT AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE TOE '3• � } b CLEARANCE SHALL EXTEND 17 INCHES MINIMUM BENEATH THE ELEMENT. '�u ; �" rn 4. SPACE EXTENDING GREATER THAN 6 INCHES BEYOND THE AVAILABLE KNEE CLEARANCE AT 9 INCHES .-3.6.1.,.....,-. m.- \- MIN. L - - - _- - , ABOVE THE FINISH FLOOR OR GROUND SHALL NOT BE CONSIDERED TOE CLEARANCE. 6„ MAX 17„-25"X / 5. TOE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. ELEVATION PLAN KNEE CLEARANCE I. SPACE UNDER AN ELEMENT BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND TOE CLEARANCE SHALL BE CONSIDERED KNEE CLEARANCE. - 2. KNEE CLEARANCE SHAM EXTEND 25 INCHES MAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND. 8" MIN. 3, WHERE KNEE CLEARANCE IS REQUIRED UNDER AN ELEMENT AS PART OF A CLEAR FLOOR SPACE,THE KNEE Z CLEARANCE SHALL BE 11 INCHES DEEP MINIMUM AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND, DRAWN BY: D.A. AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND. � CHECKED BY: V.K. -mak 4. BETWEEN 9 INCHES AND 27 INCHES ABOVE THE FINISH FLOOR OR GROUND,THE KNEE CLEARANCE SHALL Z ` i z BE PERMITTED TO REDUCE ATA RATE OF I INCH IN DEPTH FOR EACH 6 INCHES IN HEIGHT. ARCH. PROJECTA � NO.: N , I o 5. KNEE CLEARANCE SHALL BE 30 INCHES WIDE MINIMUM. BKM20001 V 12000 .4 r N at1. L - - - - J 7 In- SHEET NAME: 25„MAX. ANSI Al 17, 1 1 1. MIN. ELEVATION PLAN ACCESSIBILITY I KNEE CLEARANCE DETAILS SHEET NUMBER: N.T.S. 306 0].09.10 . ■ • KEN McCRACKEN, \\O % \ \\ \ ARCHITECT . 38 EXECUTIVE PARK SUITE 310 vo\,V\ A • . IRVINE, CA 92614 ?'. ,toeContact:Jeff Liederman 945')430-7051 \ . jliederman@pmdginc.com / V r 844 \ ill 11„i - \ \ JEFF LIEDERMAN, ARCHITECT 6- •- c‘ t]SEA L:SOIMINSWEINVIRWRIMINSIONM , --_ -,--.----"--"' . \ 1 \ \ 0----1-_,-----.--,--- ----:. A t.'' \ ---=-4---, - •,• CD KENNETH J. ,-:--A.-.. -- I Cy° • --?------- iv• i ,,,--.-- colO AM S, WA License#5599 r.... 1 .. 1. 1. 01 fr.....„-* ...,r. ..., .y, ,----7 -t. .,• ''°- .4(.., lit'- OF C9\cc OA 11/05/2020 -,__---0-- __ ,A 3k, . '4 •-• *1 1.. k 11950 11959 Ilk CONSULTANT N.I.C. N.I.C. :- UNA/2683 ''''_- .,,L"'-''`";"•. '':,:1,71541MIC I lk •Allk• \\\ 1 .....,,,, Itellill ' IPP' lik ._-- "- -i• -9 26- ,,. -- ____---. - 11 • . %Oil.6 I- \ III f 111.1 Ici°11111111°. 1 0 ui 1111 Lz a. Z x Solik 4 0 < < z () 10 0 Ilk , ./...... ; q, etIMINIll ,b4 ii 4'' le A 10 WO V 4).1 ------- C1,!,11,11'11 4\,t 11 a IIMPI Alg011Y N,,;; \\1;1010t1 Attooi lik\IIIIII 0 l 12e Z co if 1 1.1.1 , / • a_ Lll c\I Pag ItiTl -ilm, air'• +ger'. liI allafti8onif 1 I . wv .• 1 2O 6 0 , .'.,. ,. • • .,". \% ' '•N?# 02.10 291.7 0<Z<2 1z<ZL-L--I °0r<Y Nt0rco•eN, \‘, /, , • . \. \ . .121 1.4 _, IT v) 0 0 1— < , .•• .", • SZ 0 I— 0 1 ?232 •‘ilk # 4> N#' 1 2 1 1 2' .1°\ .* /N.I.C. ,11111 . -) \ 0.1 #: . / 20 1 DESCRIPTIONA:As ITT A L REV DATECa I- ,. -. 1111181 I I ill ill Illii # 121 50 itafalair • * \ .4%/ec, ... N.I.C. 7* . / ea . __. ..... , pa 12100 / - MI ...... .o.n. ,..... V.e. # -----,-- 0', rmu, WI , / • • , • // ...: • 0 4 / / MIN -&_ KEY DESCRIPTION ME .111 -___________________ _ _______ V.K. __ . . SCOPE OF WORK UMIF UNE DRAWN BY: CHECKED BY: D.A. I ---- ----_____________ — — — (E) PROPERTY UNE -, ARCH. PROJECT NO.: .- • fal {E)ACCESSIBLE PARKING BKM20001 .4 ** F 0 R REFERENcE oNLy** NOTE: -4- -<- -4- -4- – (E)ACCESSIBLE PATH TO PUBUC WAY EXISTING SITE PLAN NO CHANGES TO SITE. 0 30 60 1 20 1 Et0 240 0 SITE PLAN IS FOR "REFERENCE ONLY" , _ • . .. : . . . *FOR REFERENCE . ,.... „ . SCALE: i"=60'-0" NORTH SHEET NUMBER: IMVINIC CV -771.A., .._C-II17[7, r. (7 ,, 1 SYM SOL'S .,:._JIG.ENC 1 L ( # ) KEYNOTE DESCRIPTION KEN McCRACKEN, 1. (E) EXTERIOR WALL TO REMAIN, PROTECT IN PLACE. ARCHITECT AruI:iteclure•Program P.nonagcrnent•Permitting 2. PORTION OF (E)STOREFRONT SYSTEM TO BE REMOVED AND RELOCATED. 3. (E) STOREFRONT WINDOWS TO BE REMOVED. 38 EXECUTIVE PARK SUITE 310 4. {E) STOREFRONT WINDOWS TO REMAIN. PROTECT IN PLACE. IRVINE, CA 92614 Contact:Jeff Liederman 5. (E) ELECTRICAL EQUIPMENT/PANEL TO REMAIN. PROTECT IN PLACE 949)430-7051 jliederman@pmdginc.com 6. PORTION OF (E)WALL PARTITION TO BE REMOVED INCLUDING GYP. BOARD, STUDS, PLATES,ANCHORS, BLOCKING, BRACING, ETC. U.N. - GENERAL CONTRACTOR SHALL VERIFY AND LOCATE ALL STRUCTURAL WAILS INCLUDING BEARING WALLS, SHEAR WALLS, ETC.AND COMPLY WITH DEMOLITION GENERAL NOTE 13. 7. (E)WALL PARTITION TO REMAIN. PATCH CRACKS, HOLES, DAMAGED AREAS JEFF LIEDERMAN, ARCHITECT AS NEEDED. PREP TO RECEIVE NEW PANT. SEAL: 8. (E) EXTERIOR DOOR TO REMAIN. 9. (E) INTERIOR DOOR TO REMAIN. 10. REUS D IININTERIOR ANEEWR LOCATION. ONE REQUIRED FOR REAND SIDEUGHT TO BE REMOVED USE, G.0STORED TOTO BE ,��\ ED ARCS, SELECT THE DOOR AND SIDELJTE IN BEST CONDITEON. PATCH AND REPAIR KENNETH J.//,,//\ AS REQUIRED. M RACKE © TYP) 11. (E) INTERIOR SIDELIGHT TO BE REMOVED AND STORED,TO BE REUSED AT - !♦ INT LOCATION. AM S, WA = ` � -p i 12. REMOVE EXISTING FLOORING IN ITS ENTIRETY INCLUDING BUT NOT �� License#5599 Ci ' i -I---I-1-71--1-1-1-11-1--1-1-71--;71` -�71--= LIMITED TO TILE,VCT, ETC. DOWN TO EXISTING CONCRETE SLAB-FILL-IN '9 �f I I i I I I II I I I __ CRACKS, PITTING, ETC.AS REQUIRED-CLEAN &PREPARE SLAB AS �� N 1-- -r J� ., --r1rr r-�-1 _ 0� „ -/1 � I a I -II II _ I _ i i� ' - ~- REQUIRED PER NEW FINISH &MANUFACTURING REQUIREMENT. / i, / -r-I 191 I I I I I 1 r I 19 ,I i 3. REMOVE EXISTING IJGHT FIXTURES AND DIFFUSERS. PROTECT IN PLACE GIB 11/0 5/z0 20 683 EXISTING CEILING TILES. GRID, METAL SUSPENSION, ETC. U.N I _L�_1_ I I _ I II_I__L--- Ic�^^r2 I I f I T�� I III I I I_s ' I . � ' 14. REMOVE EXISTING TSAR CEILING GRID&TILES. CONSULTANT: hx _I I i I _ I _I I_I I I IA.Kr --g- / Ij�----g.. ..--.7. 15. (E) DIFFUSERS TO BE REMOVED AND SALVAGED FOR REUSE. CLEAN AND �' 17 ' iAr' PREP FOR INSTALLATION.ION. INSTALL PER LAYOUT ON A02.2. '" 0 16. {E)TROFFER CEILING LIGHTS TO BE REMOVED. INSTALL IN} LED LIGHTS IN X4 J I^ r ,7 * :"' 10 ) 6 ► ► ' I % THE SAME LOCATION, SEE ELECTRICAL DRAWINGS FOR DETAILS, ( 18) 17. {E) COLUMN-PROTECT IN PLACE IYP. 15 ) 713rxf/ /-C15 e- V 8'-0'V.I.F 18. (E)WALL BY ADJACENT TENANT-PROTECT IN PLACE L. ti / . 19. IE) 2-0„x 2-0CEILING GRID&TILES TO BE REMOVED. - !,,--# I ___ _ 20. (E) CEILING AND LIGHT TO REMAIN. PROTECT IN PLACE. �'¢ II I /- - r---1----1 21. (E)TROFFER CEILING LIGHT S TO BE REMOVED. 16 - 22. (E) DIFFUSERS TO BE REMOVED. L Imo• I ( 18 ) EYP. 1 _1-.__1_ EYP. 7/''''s _ x I 1 / MUM I- ' 0 4 ' . .. +- _�___ _ , ` KEYNOTES - DEMOLITION IIIW 1A C 13 I I I I � '� Z � a ,, I " 0 1- -I T- r i T ( -I � � ., , 1 ,, 0 E /:- Ad- ,,,1 -i----1----7---T---i---I-( 14 II i i E % / AW >- 40 - ti / / a --I'-- I A "I I r �'I I I "I r i' / / 1. ALL SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVAL OF OWN DEBRIS. ii Z v 1 , 0 - ` , I 1 ___I_ _ _ _.J___i_ r x __- - - , r... .. M. 2. GENERAL CONTRACTOR SHALL WE NECESSARY ARRANGEMENTS TO PROVIDE SECURED STORAGE FOR < a 1I L___I I _J I I I I ALL REUSABLE MATERWS. I CO I ®I �x� I I r r I 1 _ z 3. "AS-BUILT" DIMENSIONS AND EXISTING CONDITIONS MAY NOT HAVE BEEN VERIFIED. a - I I I �� I I 4 CO I I DISCREPANCY BETWEEN ACTUAL BUILD-OUT AND DEMOLITION PLANS MAY EXIST. 44 0 ;�-I___�---+-_-�_-- _ ---�__-4-- L I J CONTRACTOR TO FIELD VERIFY. I I o 1 I I I I : 4. GENERAL CONTRACTOR ALONG WITH SUBCONTRACTORS&EQUIPMENT VENDORS SHALL VISIT THE I _J 1 --- I -- -L --- --- --- L-- - L- / I I I I ■ -I 4 I I �. �, PROJECT SITE TO EVALUATE ALL ELECTRICAL MECHANICAL.&PLIJMI3ING SERVING D(IS11NG CAR WASH I T r 1-ilf I 7 T 7"- I .„. •1 /71-11 -111r --1-in� t L- I 1- _- t-- - --- --- - A__ III �I II II F- I I I I I111:111 : r EQUIPMENT TO DETERMINE WHAT CAN BE RE-USED. C� ` I A I I I I I I I I 1 I I \ I ` I I 5. GENERAL CONTRACTOR SHALL VISIT THE PROJECT SITE TO VERIFY ALL FIELD CONDITIONS AS THEY RELATE Z --f •-r+-1-11-- I-` -T --- 1\x r--- ---- -1--_*___ -," I_s1 I 11 TO DEMOL MON INDICATED ON THIS PIAN. NOTIFY THE AIRCHTTECT IMMEDIATELY IF ANY DISCREPANCY IS w W : I I I I II I I `1--I- II --- I - H I I _ ____ 10 )11 1Q ) iI FOUND. l /= 1,;--'1-11r. I I I I I I I I /.... 6. GENERAL CONTRACTOR SHALL EXECUTE ALL DEMOLITION AND REMOVAL CAREFULLY SO I i 19 I 1I I I __ I I I _ __ _ _ II IIZ -I --I-_i I-r r -E� �1`- i -- •"I - r I T - 1-€1, I- - I I i I AS TO MINIMIZE INTERFERENCE WITH EXISTING CONDITIONS, NEW CONDITIONS, OR SITE W Q I�x _ IL ___ j I �� J I 1 I III I I 6 I I CONDITIONS. IF ANY STRUCTURAL COMPONENTS ARE UNCOVERED UNEXPECEDLY w > J /:ILIIL][I[IJL I I 1 I I I I - 11 - I / DURING DEMOLITION,THE GENERAL CONTRACTOR SHALL STOP WORK IMMEDTELY L I 1 I IL - 2 O 0-- , I I I 11 f 1 I 11 , I I r I I I I I AND NOTIFY THE ARCHITECT AT ONCE. I I II I I I / _L_L_I__I_J L_L_L_I__I__II_ 1 L i I II 7. WHERE PWMBING, MECHANICAL OR ELECTRICAL SYSTEMS/ITEMS ARE SPECIFIED TO BE Z / LLJ i I I I k 1'I II F I I,I l Mil fl 1 1 l1'I,1.VI l!1 I I,FO I I i„ I I '� ? I I r I 1 I T I I I :111101111141111iimlilldki, �J REMOVED,THE GC SHALL ENSURE THAT THE SYSTEMS ARE ABANDONED/SEALED/CAPPED CO I I`X - L-- I Fx - - -- - a 'I F;(71- _,.:22___. x� I I= 9 TO THE EXTENT THAT THEY IN NO WAY INTERFERE WITH FINAL FINISH CONDITIONS. w N AWN' 1111I L �I _1 _ _ I _L L I I .. THERE SHALL BE NO INDICATION OF PREVIOUS INSTALLATION WHATSOEVER. ANY 0 _ 0 N I _ J--- 1 - i I I _ DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AT ONCE. �/ ---�--- -- ® -�---" J! / I I I I I 1 TYP a•.I --- "� - © _ •© 7 8. WHERE EXISTING WALLS, CASEWORK FIXTURES, EQUIPMENT, ETC.ARE TO BE REMOVED, Z RI -_J____1__ _+__ _i_---L___I__- -__+___1 I ___L__J� _ NEWLY REVEALED SURFACES SHALL BE CLEANED SO AS TO ACCEPT NEW FINISH / I / - I I I _-- _ 1 I I - MATERIALS AS IDENTIFIED IN ROOM FINISH SCHEDULE. ALL UNNECESSARY BRACKETS, Z Q ( � ;■.I - -_1---� --s--- - _� I - 4 `J - -- -- -- CLIPS, HANGERS, NAILS, LEDGER BOARDS, ETC.THROUGHOUT THE SPACE SHALL BE z == I u = - --- - ; u REMOVED. WORK SHALL BE PERFORMED SO AS TO LEAVE NO INDICATION OF PREVIOUS W Q jil DEMOLITION. 4-. < _. ZO 9. GENERAI_CONTRACTOR SHALL VERIFY AND COORDINAI E ANY AND ALL SAW CUTS OFI L8OD D DQEXISTING CONCRETE SLAB WITH THE WORK OF OTHER TRADES. ALL SLAB CUTS/REMOVAL I 1EYP. SHALL BE MINIMIZED WHEREVER POSSIBLJE. CONCRETE INFILL AT AREAS OF SAWCUT IS TO BE OF MINIMUM THICKNESS CONSISTENT WITH EXISTING CONCRETE SLAB. NEW2 ,_ -1- 0 CONCRETE INFILL MUST BE ABLE TO PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR I FSS `/ \ 1 ./,/11 f PER 1000 SQ. FT.WITHIN 30 DAYS OF POUR. SZ 0 h' 0 1---_-,, 1\ 1 ,\ 10. IRREGULARITIES IN THE EXISTING FLOOR SLAB, OR ANY CREATED DURING THE -I V /i_i DEMOLITION PROCESS SHALL BE IMPROVED TO A SMOOTH FINISH IN PREPARATION FOR CCI CO NEW FINISHES.ABRUPT FLOOR LEVEL CHANGES ARE TO BE GROUND/ FLOATED FOR SMOOTH PATHS OF TRAVEL FLOAT MATERIAL IS TO BE SUITABLE FOR FUTURE REV DATE DESCRIPTION APPUCAT1ON OF INTERIOR IMPROVEMENT FINISHES. CONFIRM EXISTING CONCRETE SLAB TO BE A MIN. OF 4"THICK AND SUITABLE FOR INSTALLATION OF BOTH CARPET AND 11.09.20 INITIALAGENCY SUBMITTAI t TILE.(I.E., MUST PASS THE CALCIUM CHLORIDE TEST OF 3 LBS. OR I FCS PER 1000 SQ. FT.) /I r 1 � I WITHIN 30 DAYS OF POUR. / ` i 1 1. WHERE LANDSCAPE IS DISTURBED DURING DEMOLITION, EVERY EFFORT TO RELOCATE PLANTINGS TO AVALABLE GROUND LOCAL TO THE AREA OF WORK MUST BE MADE. ANY EXISTING IRRIGATION SYSTEMS THAT SUPPLY THE AREA OF DEMOLITION OR THAT SUPPLY "_---4- OTHER LANDSCAPE AREAS BEYOND,ARE TO BE PROTECTED DURING DEMOLITION TO ENSURE CONTINUED OPERATION. SYSTEMS NO LONGER NEEDED DUE TO DEMOLITION - ' ARE TO BE CAPPED AT THE DEMOLITION BOUNDARY. 12. AT PATCHES TO EXISTING CONCRETE SLAB, INFILIS LESS THAN 1 S.F. CAN BE PREPARED BY - SCARIFICATION OF EXISTING FACES. PATCHES OVER 1 S.F. REFER TO SLAB INFILL NOTE, THIS SHEET. 13. VERIFY STRUCTURE &LOAD BEARING WALLS BEFORE ANY WAIS ARE REMOVED. PROVIDE SHORING BRACING AS REQUIRED TO MAINTAN STRUCTURAL STABILITY OF EXISTING STRUCTURE DURING DEMOLITION. CEASE OPERATIONS AND NOTIFY THE ARCHITECT - IMMEDIATELY IF THE STRUCTURE APPEARS TO BE ENDANGERED. DO NOT RESUME OPERATIONS UNTIL CORRECTIVE MEASURES HAVE BEEN TAKEN. 1 /1 GENERAL NOTES - DEMOLITION DRAWN BY: D.A. r / CHECKED BY: V.K. • / • KEY DESCRIPTION ARCH. PROJECT NC.: ; • : (E)WfUJ_CONSTRUCTION TO REMAIN B ICM2000 1 .4 � I . SHEET NAME: • II{illlli11111iillllflilllll (E) DEMISING WALL TO REMAIN _4 _j _ (E) CONSTRUCTION TO BE DEMOLISHED DEMOLITION (E)STOREFRONT WINDOW TO BE REMOVED FLOOR & RCP PLAN NORTH NSHEET NUMBER: ul4 f --I ;- DEMOLITION RCP PLAN DEMOLITION FLOOR PLAN _ 1 SYMBOLS LEGEND �` VIII - I/8"= I'-0" 1/8"- 1'-0" 4r a,d111�' ® IIH 111 ■ - # ) KEYNOTE DESCRIPTION KEN McCRACKEN, 1. (E) DOOR &SIDELIGHT SYSTEM TO BE REINSTALLED. PAINT DOOR& FRAME PER FINISH ARCHITECT SCHEDULE A02.34. Architecture•Program Management•Permitting 38 EXECUTIVE PARK 2. (N) ROLL UP METAL DOOR . PAINT EXTERIOR SIDE TO MATCH ADJACENT ROLL-UP DOORS. SUITE 310 REFER TO DOOR SCHEDULE IRVINE, CA 92614 Contact:Jeff Liederman ra1imm1rilri 3. (N) FULL-HT DEMISING WALL W/ 5/8" GYP. BD. FINISH. 1949)430-7051 jliederman@pmdginc.com 4. (N) PARTITION WALL W/5/8" GYP. BD. FINISH. 5. NOT USED 6. PROVIDE (N) BUILDING STANDARD 4" COVED RUBBER BASE AND PAINT THROUGHOUT, U.N.O. REFER TO FINISH SCHEDULE FOR ADDITIONAL INFORMATION. JEFF LIEDERMAN, ARCHITECT SEAL: 7. PROVIDE FIRE EXTINGUISHER(S)-WALL-MOUNTED AT FUTURE LEASABLE AREA SEMkRECESSED AT OFFICES. MOUNT SO THAT HANDLE OF EXTINGUISHER IS 46"TO 48"AFF OR PER FIRE DEPT. REQUIREMENTS. 8. SPACE FOR FUTURE (N) FULL-SIZE REFRIGERATOR. TENANT FURNISHED, TENANT INSTALLED. \c,VJD ARC/y 9. (N) 34"H COFFEE PAR COUNTER W/COUNTERTOP, SINK&BUILT-IN RASE CABINET, UPPER KENNETH E /�6) M RACKS► CABS. REFER TO PLUMBING DWG'S. G.C.TO PROVIDE MILLWORK FOR COUNTERS AND CO SHELVES. REFER TO SHEET A03.00 FOR DETAILS. • ® ® MINI li - AM•S. WA I . 111.11111114 1 mii N 1_ License#5599 / j = 10. (N) PLUMBING FIXTURES. PROVIDE INSTArHOT AT R.R LAV.AND COFFEE BAR SINK. �� O i 10'-5 1/2" 12"-2 1/2" %�/ '/ // /7,/. V .1 �1' - - I 1 1 . PROVIDE N VINYL FLOOR TILE, 6 RUBBER COVE BASE AT RES I KOOMS. PROVIDE FRP PANELS ( Or : 11111• .•� <100> 1 O ,/,/--/////// ////i / , /,! ; '- ON WALLS TO EXTEND TO 60"A.F.F. Int OFFICE 4 ;,% 11/95/2020 -CP r - i i % =� ,� 12. (E) STOREFRONT DOOR TO BE RELOCATED. _ �� / /� / _ KJM12683 C�= CONE• °P 1 /All ,� � 3A /// �'l E 13. (E) BLINDS AT EXTERIOR WINDOWS, TO REMAIN. PROTECT-IN-PLACE. CONSULTANT: - 111 ROOM m , 1 ,ie - z in0. /� 14. (N) G.C. BUILT GLASS PARTITION WALL, SEE WINDOW SCHEDULE FOR DETAILS. ' 1{r q. 101 i 4'-3 I/2 = 15. (N) {1) EXTRA LAYER 5/8"GYP. BD.AT ALL ADJACENT WAREHOUSE WALLS. RUN GYP. BD. FULL 1_ z I HEIGHT TO UNDERSIDE OF ROOF DECK. © .00 0 OPEN '- - P /',ry . ��I��@ O OFFICE �I/ la ..lel I y 4 I/2" Irl I 2i_ ../ 1 /' V 9-0" F.E. Q ^ A03.00 I UNISEX / A A • • BREAK AREAC 7 ) i: -- MD \ ilie z I<102>R.R. ® � _ Lr1 13 �T X3.00 i ��J A07.00 Q 103 = .,/ - UNISEX 100P �i. _ ,. 104Il.- -In'- sfi4(..Ai" A 0 clY,0 7 F.E..: . W >. A i � 0z ® L KEYNOTES Q Q WORK TO BE DONE DURING NORMAL BUSINESS HOURS.ALL NOISY WORK TO BE DONE 4 0 / BEFORE OR AFTER BUSINESS HOURS. m V / II • TELEPHONE/DATA CABLING TO BE INSTALLED BY TENANTS REP.ALL PHONE/DATA CABLING . I, / '`"""""'""""'"" • TO BE INSTATED AND TIED INDEPENDENTLY PER CODE, TO STRUCTURE ABOVE. III I ', . "'"""' ""'ti ■ y • EXISTING HVAC/MECHANICAL TO REMAIN.AIR BAIANCE NEWLY DEMISED SUITES. 1 TENANT TO PROVIDE BLANK COVER PLATES FOR AND UNUSED PHONE/DATA OUTLETS. Cr) //!_ CONTRACTOR TO PATCH, REPAIR,AND PREP WALL FOR PAINT AT DEMD'D OUTLET I z W ® FUTURE LEASABLE AREA / ///"// /////::://// , LOCATIONS. W u 1 / • AS-BUILT DIMENSIONS MAY NOT HAVE BEEN VERIFIED. CONTRACTOR TO FIELD VERIFY I"- / / CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. FURNITURE, WORKSTATIONS AND FILES TO BE PROVIDED BY FUTURE TENANT. TENANT TO W A PROVIDE LAYOUT AND ANY CRITICAL DIMENSIONS AND ELEL1 KICAL REQUIRMENTS. w J /, • PROVIDE NEW BLDG. STD. CARPET, RUBBER BASE AND PAINT THROUGHOUT, U.N.O REFER a- ® 1�� .1 / / ////':_-,://:///:111:1 —� TO FINISH SCHEDULE. Q � ' y :401V OH ' , / A� dd f//7/7' A / I y • ALL INTERIOR PARTITION, PENETRATIONS,AND OTHER OPENINGS IN THE BUILDING SHELL Q/ � /� a.4 �e . �'� /0 SHALL BE SEALED, GASKETED, OR WEATHER STRIPPED AS REQUIRED. W ' IL' C� 1 1 : _noir rrunirirri ril + iuii ri1rnrirrii J ' Imo►• waw h W 0 ' —� �. rj/ WHERE PARTITION LAYOUT INTERSECTS EXISTING SHELL GYP. BD., REMOVE EXISTING CORNER (...) N© ``� P� BEADS AND OTHER ACCESSORIES,ALIGN FACE OF PARTITIONS, TAPE &SAND SMOOTH FOR o N_ Lr NEW FINISH. I • .. _/ ,� • ALL EXISTING EXTERIOR DOOR&FRAME ASSEMBLY TO REMAIN, UND. PATCH &REPAIR AS 1 r\ / ELECT. ® z REQUIRED. z Q ON ALL EXISTING EXTERIOR WINDOW&FRAME ASSEMBLY TO REMAIN, UND. PATCH &REPAIR AS / 1/A1 REQUIRED. REPLACE ANY DAMAGED GLAZING T MATH I TI Z Q 0Ce ® <107> <106> <105> / //1 ' /c 1_' A. QU E G G O C IX S NG. z -= / _ GYP. BD. INSTALLED WITHIN THE BUILDING SHALL BE PROVIDED WITH A LEVEL 4 FINISH r� - - - -� - Imm\s,...._ - u u • REPLACE ALL{E) ELECTRICAL WAI1 DEVICES WITH LEVITON DECORAt WHITE. W O • EACH NEW SUITE TO HAVE INDEPENDENT ELECI KICAL&MECHANICAL SERVICE,. • PROVIDE NEW FIRE EXTINGUISHERS AS REQUIRED BY CODE, I (f) Q • ALL RECEPTACLES, SWITCHES, SENSORS, OUTLET COVERS ARE TO BE LEVITON DECORA, WHITE THROUGHOUT, GC TO REPLACE AS REQUIRED FOR UNIFORM APPEARANCE. I SZ oN0 CO m1— I--- jr, A 63 GENERAL NOTE REV DATE DESCRIPTION • 11.09.20 INITIAL AGENCY SUBMITTAL • KEY DESCRIPTION v (E)WALL CONSTRUCTION TO REMAIN Int111111H1111iiiil11II1II (E) DEMISING WALL BY ADJACENT TENANT (N) 6" INTERIOR DEMISING WALL TO BOTTOM OF STRUCTURE - J (N) FULL HT INTERIOR PARTITION WALL (N) 6" INSULATED INTERIOR RESTROOM PARTITION WALL - i: 1I ( ] N SIDELIGHT WINDOW - - • //' # WINDOW SYMBOL-REFER TO SCHEDULE-SHEET A05.00 _, _ - / // , © DOOR SYMBOL-SHEET A05.00 _ , - .., ' , ... _ -. .- .. // ///// J # DETAIL INDICATOR �/ # DRAWN BY: D.A. /7,-// ////A(/ / WALL PARTITION INDICATOR CHECKED BY: V.K. / / 4 -REFER TO WALL DETAILS ON SHEET A07.00 ARCH. PROJECT NO.: // ,/ / / ,, , FIRE EXTINGUISHER: KIDDIE-(2A 10B:C), 5 LBS; #21005779 WITH B KM2000 1 .4 , /I WALL BRACKET OR APPROVED EQUAL AT FUTURE LEASABLE AREA; /( F'E. AND GENERIC KIDDIE#468044 SEMI RECESSED, WHITE STEEL FULL SHEET NAME: �/ / GLASS AT OPEN OFFICE AREA- / �/i //// / / A 75' MM. TRAVEL DISTANCE TO EXTINGUISHER -FINAL APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR FLOOR PLAN/ / / ACCESSIBLE FLOOR CLEARANCES. , / /// /// % // ' 0 NOTE: SEE A00.05 FOR GENERAL NOTES NORTH SHEET NUMBER: I 1, , (F-,,..,,FLOOR PLAN .,, I/8" = 1'0" C # ) KEYNOTE DESCRIPTION KEN McCRACKEN, ARCHITECT AtrKitcci.,ire•PrcorarC F:rarr;a,(:rnerr'• 1. (E) Z'x4'SUSPEDED CEIUNG GRID WITH (E) 2'x4'ACOUSTICAL CEIUNG 11LE. PATCH & REPAIR AS REQUIRED. 38 EXECUTIVE PARK SUITE 310 l 2. (N) 2'x4'CEILING GRID&ACOUSTICAL CEILING 11LES TO MATCH (E). IRVINE, CA 92614 / 1 Contact Jeff Liederman 1 3. (N) R-30 BATT INSULATION W/WHITE SCRIM BACKING AT UNDERSIDE OF WAREHOUSE (949)430a053 - .11.....-- it - ROOF DECK THROUGHOUT. )fiederrrman@pmdginc.cam 4. (N) ILLUMINATED EXIT SIGN. SEE ELECTRICAL DRAWINGS. 5. (N) 5/8"GYP. BOARD CEILING ON METAL STUD FRAMING. 6. (N) Z'x4'LED LIGHTS TO BE INSTALLED PER PLAN, SEE ELECTRICAL DRAWINGS. JEFF LIEDERMAN, ARCHITECT 7. (E) MECH GRILLE&DIFFUSERS TO BE REINSTALLED PER PLAN. PAINT. SEE MECH. SEAL: DRAWINGS FOR DETAILS. 8. OUIIJNE OF (E) RTU &DROPS ABOVE. REFER TO MECH DWG'S. 9. NOT USED. \< V._.D ARC/5/ to. (N) EXHAUST FAN, SEE MECH DRAWINGS FOR DETAILS. KENNETH J. � 9'-10" 9'-l0 7 ) 1 1. (E) 2'x2'TROFFER LIGHTS&CEIUNG TO REMAIN, PROTECT IN PLACE. C . C M RACKE __--k (E)ACT I IN}ACr . TYP. M 12. (N)VANITY UGI-FT, SEE ELECTRICAL DRAWINGS FOR DETAILS. - AM S, WA 1 (l� License#5599 E 4 t;L-11.1111M— r _ 13. (N} RECESSED IJGHIING, CENTER IN ROOM U.N., SEE ELECTRICAL DRAWINGS FOR '9� ��\ X i--- -- DETAILS. OF Q� ii �6 2 �, 2 14. (N) HIGH BAY STRIP LIGHT FIXTURE. " 0 5 20 20 K JM/26,3.3 1 COIF"ROOM �__��_�ff OFFICE OFFICE CONSULTANT: TYP. 1 Lois _ 9'10" • .._-{E)ACT ---- i_ �� L1LJ _ O 41/ , ...., J !--- I _ ._I OD ez.,141 lit 8 i all UNISEX ;` N GYP. 8D. C11) 2 1°°gr diAl I ": BREAK AREA V OPEN „�. c.::'f:'::.:;''.:;.::lit.W*;.A.'-,L'i:;y'• `'ti - RCP KEYNOTES/ FAO' - j • ��J OFFICE :. ++ I 8 -�```� _, ( - LiJ �, �l — I i Q C ]2 ,: . UNISD(; g-0' . 1 / ././1 '� Z �� I ,�. '�` R.R' �: (N]GYP. BD. � ►' p _ .#4, ,,...) ,,, ,0 4i r,14 v- Li ' 1 ii1P-A iler II ze or w ›.. Al_ //I/ \ E 0 z . 4 < rs _ ____ _1 ',//////// L . ,..... " . 1 8 . ,,, I f=nl I IYP. A , i ,,, ,, ,,„,/,10 „ . ,, , I � . MIRE LEASABLE AREA � - Z W 1� „ oppEENcKT. L. _ - ve, ..//A W ,_,.< __-- / 1 AI Zi— LLJ ......_ „._ igli 'Th >a 1: z ,y, of.) ' I ,/ : ti. P /; _ urr iu,rnrnrrrrrirrnrrnrur �� —r ' ;; ,—s C 7 111011 w W O' - ir' 4- -\ A 1 i 6 , 0 :041 r.1 'tr � v v� ❑ N V (ND .!31... • . / , I1 < I— f: z Q �cxoaEr C ) p1 Tr j - - I z Q 0 r: u r Aa I L1J 0 / \.... i \ \ F— 1 cf) o ,.._ -.1- ,t- ce GENERAL NOTES SZ a f A/1_11F (\: KEY DESCRIPTION Ca m I— (E)ACT GRID REV DATE DESCRIPTION (E)ACT 11LE, PATCH &REPAIR AS REQUIRED 11.09.20 INITIAL AGENCY SUBMITTAL 3- 1 / - - (N) 2'-0"x 4'-0"ACT GRID, MATCH (E) - If (N)ACT 11LE, MATCH (E) (N) GYP. 8D. CEILING, PAINTED -a (N) 2x4 LED LIGHT FIXTURE'TOPAZ FLAT PANEL LED F-L2X4/50W/835/D-75". --- ' - - • I (E) 2x2 LIGHT FIXTURE TO REMAIN. (N) HIGH PAY LIGHT FIXTURE "LITHONIA LED STRIPUGHT ZL1 D OR DRAWN BY: DMP _.- PHIWPS LINEAR FLUXSTREAM STRIP", REFER TO ELEC. DWG'S CHECKED BY: V YK ARCH. PROJECT NO.: (N)WALL MOUNTED VANITY LIGHT FIXTURE AT RESTROOMS 4000/°<;, 11 I "LfHONW-CONTEMPORARY CYLINDER 2-LIGHT BRUSHED NICKEL 3K B K M 20001 .4 LED#FMVCCL24IN MVOLT 90CRI BN M6", REFER TO ELEC. DWG'S. SHEET NAME: ID (N) 6" ROUND INTERIOR RECESSED LED LIGHT FIXTURE, REFER TO 0 OO ELEC. DWG'S. REFLECTED (N) ) DGR ILLUMINATED EXIT SIGN W/BATTERY PACK-UP LffHONIA EDGE LIT EDG E CEIUNG PLAN NORTH • SHEET NUMBER: ..- ��I', 'R`Jlloiil ill .11111111 II � REFLECTED CEILING PLAN _ 1/s" I -0" SYMBOLS LEGEND L .�'� liIIII �lrr ® 1il11rrrrirr ,m� 1 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 Architecture-Program Management-Peimiiting Seclion 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 SUITE 310 FIXTURE'S DIAGONAL.WIRES MAY BE WITH BRACING RESTRAINTS FOR IRVINE, CA 92614 • FIXTURE LESS THAN 10 POUNDS, PROVIDE ONE#12 GAGE WIRE(MAY BE SLACK) SLACK, HORlZ.FORCES. BRACING WIRES THE FOLLOWING IS TO BE CONSIDERED WITH COMPLYING WITH THE ABOVE • FIXTURE 11 -55 POUNDS,PROVIDE TWO #12 GAGE WIRE(MAY BE SLACK) MUST BE ATTACHED TO THE GRID Contact:Jeff Liederman SECTION: • 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 jliedermargpmdginc.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. %1144FIXTURE 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:11111111111111111.1111111111111111111161111111111111 EMT: ELECTRICAL METALLIC TUBING • AIR TERMINALS OR SERVICES WEIGHING 20 TO 56 POUNDS,PROVIDE TWO#12 Nito. GAGE WIRES (MAY BE SLACK) TO 5'-10" • AIR TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE 1/2" SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE WITHOUT USING THE CEILING �� 3/4" 0011111111111111111111 TO 7'-8" SUSPENDED SYSTEM FOR DIRECT SUPPORT. [CISCA] -\C �E✓ Afp 1" TO 9'-'9'' KENNETH J. (� LATERAL FORCE BRACING SHALL BE 12 FEET ON CENTER (MAXIMUM) AND BEGIN NO FARTHER ' PROVIDE MINIMUM OF 2 SCREWS AT M RACKS THAN 6 FEET FROM WALLS SUSPENDED - CEILING GRID4%.I OR SCREW ON T-BAR SAFETY CLIPS AT SIDES OR ENDS. AM S, WA CONDUIT CAN BE FLATTENED AT THE ENDS AND CONNECTED TO THE T-BAR MAIN RUNNER WITH ONE#10 SHEET METAL SCREW u� license#5599 AND TO THE STRUCTURAL ROOF/FLOOR MEMBER WITH TWO#10 WOOD SCREWS.OTHER CONNECTIONS ARE ACCEPTABLE,BUT �/ SHOULD FIRST BE SUBMITTED TO THE BUILDING DIVISION FOR REVIEW. '9TF V1 �� NUMBER 12 GAUGE VERTICAL NOT USED SCALE 12 LIGHT FIXTURE @SUSPENDED CLNG. SCALE — 4 / /�� 05 202o HANGER WIRE INSIDE OF CONDUIT, N.T,S. N.T.S. I TIE TO STRUCTURE ABOVE AND GRID. IUM/2683 ,� MIN.#12 GAUGE MEMBER DEPTH: FLANGE WIDTH: ■CONSULTANT; UNDERSIDE OF FLOOR OR (EXAMPLE:6"= 600 X 1/100 INCHES) - / (EXAMPLE: 1 5/8"= 1.625"-- X 1/100 ROOF STRUCTURE ABOVE. ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES. INCHES) ALL FLANGE WIDTHS ARE TARN FOR ALL'T'SECTIONS MEMBER DEPTH IS THE INSI,' / IN 1/100 INCHES. SEE SCHEDULE FOR MAXIMUM tA10 GE DIMENSION. 6QQ s 1612 54 HEIGHT. 3/8" SPLAY WIRE CEILING IHHANGERS AT 5D USES #12 U DEG. MIN, AND 90 DEG.TO EACH OTHER 4 STYLE: MATERIAL THICKNESS: I EMT SLEEVEL____. ACOUSTICAL CEILING ( U CLR. WIRES) BEGINNING 48"FROM (EXAMPLE:STUD OR JOIST SECTION= ELEVATION ) S (EXAMPLE:0.054 IN.= Mll�gl MIL=1/1000 IN.) 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 ' SEE REFLECTED CEILING PLAN. NOTE: TIE 2 ADJACENT WALLS TO 12'-0"THEREAFTER ALL CLEARANCES. REPRESENTS 95%OF THE DESIGN THICKNESS. CEILING MAIN & CROSS RUNNER TIES TO WALL, ETC.TO CONFORM TO S =STUD OR JOIST,T=TRACK,U=CHANNEL, , �� • DRILL 5/32"DIAMETER HOLE �p 02 /� U STATE&LOCAL CODES. 45�YP. AND INSTALL 1/8"DIAMETER F =FURRING BOLT AND LOCKING NUT. CEILING SPAN TABLE NOTES: TUBES SHALL LAP 4" X 1. VALUES ARE FOR SINGLE SPANS. t� MINIMUM. Q f sIC2. ALLOWABLE CEILING SPAN CALCULATIONS BASED ON 33KSI YIELD STRENGTH STEEL. O 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 12'-0"O.C.EACH WAY SLOT END OF TUBE TO FIT 4 4 PSF IIIIMIIIIIIIIIIIIIIIIIIIIIIIMNNIEIUIIOIIIIIZOIIIBP OVER TOP OF MAIN RUNNER. N LATERAL SUPPORT OF COMPRESSION FLANGE UNSUPPORTED MID-SPAN 6 MAIN RUNNER. JOIST SPACING(IN.) O.C. JOIST SPACING(IN.) O.C. MI \ Z+QO I O SECTION: (MIL) 12" 16" 24" 12" 16" 24" 362S125 18 9-5" 8'-9" 7-9" 13'-3" 12'3" 10'-10" W ATTACHED 0 ~, O - 1 362S125 27 10'-8" 9'-11" 8' 10" 15'3" 14'2" 12' 7" - - SUSPENDED CEILING SYSTEM, _ W SEE REFLECTED CEILING PLAN. SEE 16'-0" 12-0" 3625125 30 11'-0" 10'-2" 9'--2" 15'-8" 14'-6" 13'-1" PLAN-,----- dr 0" z 362S125 33 1 1'-5" 10'-7" 9'-5" 16'-3" 15'-0" 13'6" Q �w I I p CIRCLE INDICATES REQUIRED _ a = I "'_ LOCATION OF COMPRESSIONZ \ -c - U POSTS. 362S 125 43 12'9" 1 1'8" 10'S" 1T-9" 16'-5" 14'8" __ _ a I {_ `_ 3625137 27 12'-1" 11'2" 10'-1" 17.-5" 16`2" 14'-6" 0 a z --- --- a SCALE SCALE -- CEILING SYSTEMS ARE TO BE NOT USED 11 SUSPENDED CEILING GRID - z �' UO I --mm"- ATTACHED AT 2 ADJACENT 3625137 33 12' 11" i 1' 11" 10'8'" 1B'5"- }T 1" 15'4 I � N.T.S. N.T.S. WALLS OR SOFFITS 3625 T 37 43 14'-3" i 3'-2"I 11'-9" 20'-1" 18'-7" I 16'-7" X i l a C 9E UNATTACHED 3625162 33 14'-8" 13-7" 12'-2" 20'-9" 18'-11" 16'-6" 12-0 / 362S162 43 16'-2" 14'-11" 13'-4" 22'-7" 20'-7" 17'-11" Z ui OC Typ. NOTE: LATERAL BRACING:4-12 GA.WIRES SECURED TO MAIN - AT SUSPENDED CEILING:MINIMUM 12 LI rI METAL STUDS: RUNNER WITHIN 2"OF CROSS RUNNER INTERSECTION AND / GAGE VERTICAL SUPPORT WIRE AT 400S125 27 11'-0" � 10'-2" 9'-1" 15'-9" 14'-7' 13'-1" I U 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" - CONNECTED TOGETHER IN THE SHAPE OF A H ,WITH ONE#6 SHEET METAL SCREW AT 16'O.C. DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS 45°FROM THE PLANE OF THE CEILING TYP.® 12'-0"MAX. FA. / O.C.W/ (2) 1 1/2"x 9"GA.STAPLES @ 4005125 30 11'-4" 10'-6" 9'-5" 16'-2" 15'-0" 13'-5" THROUGH THE CEILING TILE REQUIRE MINIMUM 2-INCH WAY BEGINNING 6'-0"MAX.FROM WALL. / LOOP& (1) ACROSS LAP.3 FULL wRINGS, SLEEVES, OR ADAPTERS THAT WILL ALLOW A TURNS MINIMUM WITHIN 3"LENGTH 400S125 33 11'-9" 10'-10" 9'-8" 16'-9" 15'-6" 73'-10" - w — -- MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL j 4005125 43 13-0" 12'-0" 10'8 18.-3" 16'-10" 15'-1" O STEEL STUDS DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE 2- 0— Z RPOVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION 4005137 27 12'-5" 11'-6" 10.-4" 17-11" 16'-7" 15'-0" co5/8 X 20 GA. TO 12'-0" - La_ TO ACCOMMODATE THE 1-INCH MOVEMENT. [ASCE 7. 4005137 33 13'-3" 12'-3" 11'-0" 18'-11" 17'-7" 15'-10" , n w 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 { J Q N --- STRUCTURE ABOVE WITH THREADED ROD PER OTHER 4005137 43 14'-7" 13-6" 12'-0" 20'-7" 19'-1" 1T-1" ",// -- _ 2-1/2"X 20 GA TO 1S-6" DETAILS. 4005162 33 15'-1" 13'-11" 12'-6" 21'-8" 20'-}" 1 T-10" I SUSPENDED CEILING DBL 2-1/2' X20 GA TO 15-0" 4005162 43 16'-7" 15'3" I 13-8" 23'-5" 21'-8" 19'-4" Z ATTACH THE METAL STUD TO THE T-BAR MAIN RUNNER AND STRUCTURE ROOF/FLOOR MEMBER WITH TWO#8 6005125 27 12'-4" 11'-5" 10.-4" 17-10" 16' T' 1 14' 11" 7 L.L SCREWS. 45 0 45° 45 o NOTE: 600S125 30 12'-9" f 11'-9" 10'-7" 18'-4" 1T-0" 15'4" Q L.LI O 45° 6005125 33 13'-2" f 12'-2" 10'-11" 18'-10" 17-6" 15'9" 2 ~� NOTE: ��1/1ilL �� O PROVIDE 6''CLEARANCE 1 ❑ li ll I I II r AT ALL PIPES &DUCTS,., ,ETC. 6005125 43 14'S" 13'3" 11' 10" 20'S" 18' 11" 16'-11" 1. STRUTS OTHER THAN EMT MAY REQUIRE ENGINEERING CALCULATIONS. 1clII 1 1 1 1 1 111111111111111 1'llJl 1 1 1 r��1 III III I I I I I V II I 1111111 • `• — — 2 - N- ce Z rr �,n� O BRACING WIRES MUST BE ATTACHED 6005137 33 _ 14'-10" 13'9" T2'4" 21'4" 19'=}0" 1T-10" 2. STRUTS OVER 12 FEET MAY REQUIRE ENGINEERING CALCULATIONS. LONG AND �� TO THE GRID AND TO THE STRUCTURE 6005137 43 16'-2" 14'-11" 13'-4" 23'-0" 21'-4" 19'-2" HEAVY STRUTS PRESENT ADDITIONAL SEISMIC HAZARD;THEREFORE,THE APPLICANT SPRINKLER HEAD, SEE FIRE IN SUCH A MANNER THAT THEY CAN - , / Q ' n MAY BE REQUIRED TO PROVIDE CALCULATIONS SHOWING THAT ADDITIONAL STRUT -1 2 PROTECTION DRAWINGS MAIN RUNNER CROSS RUNNER SUPPORTA DESIGN LOAD OF NOT 6005162 33 16'-10" 15'-7" 14'-0" 24'-4" 22'-7" 20'-4" Y _1 N v 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" 21'-10" m �""" GREATER,WITH A SAFETY FACTOR OF 20GA.MTL.STD COMPRESSION STRUT @ EA.SET OF BRACING WIRES W/(2) #8 SHEET 2. NOTE: ALL JOIST INFORMATION IS BASED ON STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) MTL.SCREWS @ THE GRID& (2) SCREWS AT THE STRUCTURE,SPAN PER TABLE ABOVE. ICC#ER-4943P REV DATE DESCRIPTION 1--... ---_ __-- - ......-- --- ----- - - - - -- - u_it. _ .. 1 - -_"_ --- -'---. ..- `.--- -- .- - ------ ------._ .. - ...-...-- - SPRINKLER CEILING PENETRATION SCALE -� o SUSPENDED ACOUSTICAL CEILING SCALE SCALE 2 ii D9 "'T'A`AGENCY SUBMITTAL mil 3 N.T.S. 6 ALLOWABLE CEILING SPANS - L/240 N.T.S. _ 2"MAX 8" HORIZONTAL BRACE. MAX ® ,/,_ � GENERAL CEILING NOTES IMM STRADDLE STUD BELOW AND FASTEN TO TOP . 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 1111.1 • � SIDE OF STUD) ASTM E580, SECTION 5 IN SEISMIC DESIGN CATEGORIES D, E & F. �'\ SUSPENDED CEILING ��/ CROSS o� SYSTEM. SEE CEILING PLAN. 3„ 1 12. ASCE 7-10 SECTION 13.5.6.2.2 REQUIRES: RUNNER ; 1 MAIN RUNNER 2 4 (67 _- ... ��%j�• y — (2) STUD ORIENTATION A) THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". WHERE �/� 45° TYP / K(CONNECT @ 12"O.C.] "UNATTACHED" �� I \• \ J r PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED I 7 TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL 4 l 11 BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL.THE OTHER END IN EACH HORIZONTAL DIRECTION \ A\ I I SHALL HAVE 3/4"CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A MM ° I 3b"' CLOSURE ANGLE OR CHANNEL. • 12GA. BRACING W/4 TIGHT TURNS IN 1 1/2" EACH END. �� Mi,, SPLAY WIRE BRACING IN CLUSTERS OF FOUR WIRES ATTACHED TO b • $0 II - DRAWN BY: D.A. MAIN RUNNER WITHIN 2"OFA CROSS TEE SECTION. �. 71.., [ B) FOR CEILING AREAS EXCEEDING 2500 S.F., A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION yIWI'. - II TO SHORT DIMENSION LESS THAN OR EQUAL 4, SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSIS ARE , , PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT LARCH. PROJECT NO.. fr _.._ 2 ' 3-5/8"X 20 GA. STUDS SCREWED W/7/16"9 GA. FRAMING SCREWS @ I DEMONSTRATE CEILING PENETRATIONS AND CLOSURE ANGLES OR CHANNELS PROVIDE SUFFICIENT B KM2000 .4 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. "ATTACHED" I I PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.A AND SHEET NAME. I HORIZONTAL RESTRAINTS OR BRACING. MR J• CEILING 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 ORTHOGONAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING DETAILS I C 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 ® AILS DIVISION FOR REVIEW. CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE INDEPENDENTLY OF THE CEILING. LA R R # 25380 UPON THE CLOSURE ANGLE �SHEET NUMBER: _. ; z . SCALE SCALE SCALE SCALE 1 \ r , COMPRESSION STRUT 1 13 ; CEILING WALL ATTACHMENT9 HORIZONTAL WALL BRACE 5 GENERAL CEILING NOTES 1 . c±,,...:-_-__,-` N.T.S. N.T.S. I N.T.S. N.T.S. -..1.. 17 KEY 1 DESCRIPTION 1 MANUFACTURER KEY I DESCRIPTION MANUFACTURER { # ) KEYNOTES KEN McCRACKEN, FLOORING PAINT ARCHITECT _. 1. G.C.TO PROVIDE _ • D ..■, r ■, ■:, Architecture•Program Munugement•Perrattir: i -' -■n—■,■.— ." • ■■■ r■ •.. ', .. - ■ _, AT OFFICE AREAS.GYP. BD. 0/METAL FRAMING ON ALL(E} EXPOSED WALL SURFACES 1 - • •' -•..1. : :T(LC:APPLIED SHAW 1 PAINT SW7005'PURE WHITE' SHERWIN WILLIAMS 2. PROVIDE FLOORING TRANSITION STRIP. 38 EXECUTIVE PARK 2 PAINT 51X/7673 'PEWTER CAST SHERWIN WILLIAMS SUITE 310 ,•: . ,; : - IRVINE, CA 92614 2 COLOR: OPTION#1 SI-PALE 005')7 OPTION#2 NOCTURNE 08557 596 ACCENT SHAW 3 SHERWIN WILLIAMS REMARKS: Contact:Jeff Liederman COLOR: LAVA 04675 - - (949)430-7051 FL 4 SHERWIN WILLIAMS 1. USE WRX GYPSUM BOARD AT ALL WET WALLS. jiiederman@pmdginc.com STANDARD CARPET SCHEME#3 (BLUE SCHEME ) 24"x 24"SHAW-STYLE: DISTRICT SITUATION 51210 3 COLOR:SHALE 08597 QUARTER TURN; 5%ACCENT CARPET: STYLE:APPLIED; COLOR: COSMIC 04429 SHAW 5 PAINT DE5895 'DIVE-IN' SHERWIN WILLIAMS 2. PROVIDE SMOOTH WHITE FRP TO 48"AF.F. APPLY ALUMINUM TRIM BEADS. - - ••'-STYLE G1STRICT SITUATION 7.210 P T _ 3. THERMOSTAT-VENSTAR COMMERCIAL COLORTOUCH#T8800, SEE MECH. DWGS 4 COLOR: OPTION#1 SI TALE 08"97 OPTION#2 NOCTURNE 08557 5%ACCENT SHAW 6 SHERWIN WILLIAMS COLOR: LASER 04851 4. RECEPTACI FS/SIX/ITCHES/SENSORS"LEVTON DECORA-WHITE 7 DOOR/WINDOW FRAMES-COLOR MATCH ALUMATONE SC108 SHERWIN WILLIAMS JEFF LIEDERMAN, ARCHITECT SEAL: 1 ,. _...�.• .. —•�. : - - . , . :. •• , s a•: .� . ;; SHAW 8 DOOR PANELS- (P8) 'PEWTER CAST SW7673 SHERWIN WILLIAMS FINISH PLAN KEYNOTES 9 - ' •• •• = =' • •= • • Ph If .1. • . -•= SHERWIN WILLWUIS LVT 2 SI-LAW ��D /�IQC - _ - ----- WALLS CEILING �� 10 SHEEN: OFFICE-EGGSHELL / RESTROOMS, DOORS&FRAMES-SEMI GLOSS/ WAREHOUSE&STORAGE-FLAT SHERWIN W AL1 RM. # ROOM NAME HGT. REMARKS �� '7//' MAT. FINISH AFF. MAT. FINISH CD KENNETH J. 3 LVT OPTION#3 SHAW STYLE:TERRAIN II 0655V, COLOR: ECHO 00766 ( LVF 3) SHAW 11 PAINT SW2849 WESTCHESTER GRAY{EXTERIOR DOOR PAINT COLOR) SHERWIN WILLWNS - O© CEILING PLAN : M RACKE PER TYP BREAKAREA GYP. BD. (E) (E) SC 1 (E) CONCRETE SLAKE-SEALED - - ACT 3 MATCH (E} TYP OFFICE GYP. BD. PL�fURV MATCH ACT-3 L.,1> A M License#5W A MATCH (E) BASE TYP OPEN OFFICE GYP. BD. PER (E) (E) - 9�� O��599 O MISCELLANEOUS PLAN OF 1 RUBBER BASE OPTION#1, 4"OFFICE/6"RESTROOM-COVED RADIUS-20 CHARCOAL(B-1) JOHNSONITE FIBERGLASS REINFORCED PANEL(FRP): GLASBORD-FSI, 4'X 10' COLOR: 'GENERIC TaTURED GREY'WASHABLE TYP CONF. ROOM GYP. BD. PER (E) (E) - B FRP 1 SANITARY SURFACE RESTROOM WAINSCOT I 11/05/2020 WRX-GYP. PER K'"''2°83 TYP UNISEX RESTROOM 8'-0" GYP. BD. P-1 ATH 1 ADA COMPLIANT ALUMINUM THRESHOLD EXISTING TO BE FIELD VERIFIED. BD. PLAN O© CONSULTANT: PL 1 PLASTIC LAMINATE EEO' ::':: =:= : -. TYP. FUTURE LEASABLE GYP. BD. PER OPEN - - FORMICA AREA PLAN DECK / PL 2 PLASTIC LAMINATE-LINEN D427-60-COUNTERTOP WILSONART i PL 3 PLASTIC LAMINATE--A5HEP-RIBBON VCOC 0035-50-CASE CABINETS FORMICA NOTES: PL 4 - =' - - - : = - ' - -' FORMICA I I. PRIOR TO INSTALLATION OF ANY RESILIENT FLOORING CONTRACTORMATERIALS, IS TO PERFORM CALCIUM CHLORIDE TESTS TO DETERMINE IF SURFACES ARE SUITABLY DRY, FREE OF OLD ADHESIVES, CURING COMPOUNDS AND HARDENERS, IF APPLICABLE,AND READY TO RECENT PL 5 PLASTIC LAMINATE -ECLJPSE MOXIE Y0483-60-BASE CABINETS WILSONART FLOORING. CONTRACTOR IS TO FOLLOW TESTING GUIDEUNES AS PROVIDED BY THE MANUFACTURER(S) OF FLOORING MATERIALS BEING INSTALLED IN ORDER TO ENSURE SS 1 ,:.. ..• , :.. .. :• .1—;.•• - : :'•.• : • ::. WILSONART INTEGRITY OF INSTALLATION WARRANTY. 2. ADHESIVES FROM PREVIOUS INSTALLATION ARE TO BE REMOVED BY MECHANICAL MEANS SUCH SS 2 :0LJD 3Vr :..... .• .1• :—.I', -•,•:::- : : AVONfTE AS BEAD BLASTING OR GRINDING. 3. PROVIDE MINIMUM LEVEL 5 SMOOTH FINISH ON GYPSUM BOARD, U.O.N. I CONF.ROOM OFFICE 1OFFICE I WAIS P-I UNO WALLS P-1UNO i WALLS P-I UNO FLOOR FL-3 FLOOR FL-3 I FLOOR FL-3 BASE a-1 BLASE B-I BASE ISI CEILING FINISH NOTES I�•� INSULATION ABOVE DECK Z MENM f_ • .moi w.■ — iii iiiiiiii— W �- /- �� / r ' INSULATION BELOW DECK Z i INSULATION COVERED BY WHffE SCRIM ATTACHED TO JOISTS. PAINT ALL ELECTRICAL CONDUIT, 0. CONDENSATE PIPES, HANGERS,AND RIGID DUCT TO MATCH SCRIM. a . :„__:, / / � f IRC sl'RINKLCR f'll'C i Z I . . CES ARE FIRE SPRINKLER PI T BE PANTED. TC DURING Q .. .• / -tJNDCR NQ CIRCUMSTAN SPR PESO PROTECT Q ,, . , . . p, _ Jae /' ,.._ PAINTING. L � U . • o I,� �i off- z Lii / _ / , , LLI u / J lAre-,_ ,.,' i . 1-1-11-1-1 Q - OPEN OFFICE Z 1-1-1J WALLS P-1 UNO • 1 / FLOOR FL-3 2 La _• / ../A\...,. I L1J r2 W CO P-2 I 0 A wil c\IN Q , 4,, r "7, t►I UNISEX RES11200MA I I-- `�t� C�� WAIS P-1 17 c r i WADS P-1 U r• �_.; Z FLCXDR LVT-2 FLOOR LVT 3 r CO 1 �D) BASE &1 . BASE & rZ • r. Qo , o PAINT DESCRIPTION 2� , a � / p. B 4,- I 1 t SCHEME . u u w. �, . , u 0,, 1Skroji0. 1 {GREEN �. ° ° ° e , i ° - . SCHEME] .. , ° ° d C;1- 7.--- C4‹ /7 1r 7 . ° ° a ° e ° e d ° ° a e ° ° e a d� ° c I I SOR ME E -fPI)SW7005 peRE-vit In% (P2)9W7673'PEWTER CAST, (f 4)SV/6892 'CARNIVAL' 0 N� 0 ° d a M �••� \ 1 v ° a d ° ° W , ■ , t— 1— ° d ° v ° a 4 v ` 3 (BLUE 'r a ° v ° ' 4 ° ° -0 - {P1) SW7005'PURE WHITE', (P2) SW7673'PEWTER CAST, (P5) DE5895 'DIVE IN' ° ° ° ° a a ° 4° ° - SCHEME)/A ; a ° - 4 ° a v, 1 • aREV DATE DESCRIPTION q 4 {RED --- , a ° SCHEME] (f'1)SW7005'RAE WI lfTE', (T'Z] SW7673'PEWTER CAST, (f 6) SW6868'RIJ,I.RED' 1 t 09.20 INITIAL AGENCYSUBmiTTAr i�I n/r Yell fi. AEI rlk.arr. !1 FI n ,l 'i� „-.. ,1 ilr iri Ili ,n;f :��. ° d '..:4 a ° d 4 d v ° ° v 4 ° ,4111 4 ,, // I ° a ° ° ° ° ° d ° ° 4 ° a d a a e ° d ° „e ad va 44 d a m ° a 4 ° °d°I FUTURE LEASABLE AREA a ° 4 ° ° d °a �� e 4 4 ° WALLS P 1 ° ° -- ° = ° d ° m° ° a FLOOR SCI ° d a ° a a ° a :., / ,//////I E)° d ° ° . DIRECT GLUE AT OFFICE &CONFERENCE AREAS °a 4 • ' II, I r 1 ►1 1 ° ° va ° °° d a °e a d ° ° ° e a e AM a ° ad v ° v v °° a - , i� :::".., '10ijr"!: / JIIaAI a ° d ° a ° a �l j7jA iial AO. d ° ° d �� VINYLPLANKTILE01 �� _ , , „, ,,, , d ° ` a a ° a ° d _ • • �/ TRANSITION STRIP: SCHLUTERALUM. FLOORTRANSMON AP 1 . t �. f �avaa ° d ° a aQ ° jY,� ' wt:ijirr. i , i I d v ° ° ° a v a d a a °e d a° a Q :' °( T-)° ° a a a d ° ° 4' ° d d °° ° SHEET VINYL FLOORING AT RESTROOMS e e d a v v ° °d a ° ° ° —_�. A. ° qe ° d ° ° a Al .. TRANSITION STRIP: SCHLUTERALUM. FLOOR 11 -- d � - - TRANSITION DRAWN BY: D.A. u u u i CHECKED BY: V.K. )g. ARCH. PROJECT NO.:-' aa (E) CONCRETE SLAB-SEALED,i I°. BKM20001 .4SHEET NAME: �� FINISH PLAN & 0 0 SCHEDULE NORTH SHEET NUMBER: I '� ilpPRIli 1 ��I U P"� FINISH FLOOR PLAN _ 1 FINISH LEGEND & NOTES \ItiiloVlhhhlhhh ga '11,,,,,illl A KEN McCRACKEN, ADA COMPLIANT SIGN TO V = CERAMIC TILE OVER ARCHITECT SETTING BED OVER - EQ./ EQ. SIDE OF DOOR.N PUSH METAL LATH OVER GENERAL NOTE FOR 38 EXECUTIVE PARK RE: 7/A00.12 PAPER CABINETS: COUNTERTOP AND SPLASH SUITE 310 I. CABINETS MUST BE COMMERCIAL FROM 3/4" PLYWD. 1 ADA COMPLIANT 6"x8" 2x WOOD BLOCKING IRVINE, CA 92614 PREMIUM GRADE, BUT ARE NOT SECURED TO 2X4 SIGN TO BE INSTALLED ON ; ,- ATTACHED TO STUD Contact Jeff Liederman I REQUIRED TO FOLLOW THE WIC FRAMING t' SINK. PUSH SIDE OF DOOR. WITH LI.5 x 1.5 TOP& (9491 430-7051 STANDARDS OR INSPECTIONS. 2-0" COUNTER AND SPLASH TO RE: 7/A00.12 BOTTOM BOTH ENDS iliederman®pmdginc.com f , , 1:4. RECEIVE PLASTIC LAMINATE TYP. 2. BASE CABINETS TO BE PL-5. COUNTER 1 ON All EXPOSED ,� ; , TOP LAMINATE COLOR TO BE -, COUNTERTOP AND SPLASH, 3/4" PLYWOOD 1 - - _ .- _,-J SURFACES. �d STAINLESS STEEL GRAB _ BAR REFER TO FINISH SCHEDULE. 2=-0" ,, �, Sl CURE TO 2X BLOCKING. COUNTER AND �P'GE T I w °' ---� . • �_ SPLASH TO RECEIVE PLASTIC LAMINATE ON DISPOSAL - ZO N I T 3. CABINETS TO BE SECURELY ATTACHED , INTERIOR CABINET SURFACES TO ll �`_ J ALL EXPOSED SURFACES. Ct JEFF LIEDERMAN, ARCHITECT TO WALLS WITH SCREWS RECEIVE WHITE MELAMINE FINISH. �`i -• I SEAL l CABINET, 3/4" PLYWD. u ADJUSTABLE SHELF, 3/4" PLYWOOD �_°D LI CONSTRUCTED W/ 1/4" WITH HARDWOOD STRIP IIP) FRONT ANDNT - , �� SLIDING DRAWER, PLASTIC LAMINATE FACE m - I PLYWD. BACK ALL EXP. p ALUMINUM SHELF STANDARDS. AND FACE EDGES WITH, REQUIRED SURFACES TO RECEIVE w i i _ , N ��DA I� HARDWARE. INTERIM SURFACES TO REXENE - PLASTIC (AMINATE. lJ w WHITE MELAMINE FINISH. 1 1/2" � /,/ 11/2" w F- C7 MENRACKE r1 ,,, INSULATED PIPES AND C? CABINET, 3/4" PLYWOOD CONSTRUCTED BASE CABINET DISPONSAL PER ADA 4 FACE OF STUD r WITH 1/4" PLYWOOD BACK,ALL REQUIREMENTS • AM S, W A RESILIENT BASE FIN. FLR. lr ` f� License#5599 BASE CABINET �� Vqie OF � 'o\ 3/4" = 1'-0" 3/4"= 1'-0" 1/2"= I'-0" 3"= I'-0" CABINET FCTION AT SII^ SECTION AT GRAB B,,,,,,1,-,- 1 ,r;,, �� 1 11/05/2020 RESTROOM ACCESSORIES GENERAL NOTES MIRRORSUPPUEDBYG.0-AND - T.O. REFLECTNESUIZFACE 74"A.F.F.[� ( # ) KEYNOTE DESCRIPTION CONSULTANT: Kim/2663 BY G.C. IN ACCORDANCE 1. ALL EQUIPMENT SHALL MEET LOCAL ACCESSIBILITY REQUIREMENTS. WITH ADA REQUIREMENTS L 1. 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-2730 SIGNS SHALL BE CONTRASTING IN COLOR FROM DOOR SPLASH &SIDES W/ SEE DETAIL 3/A03.00 3. PROVIDE 4" HIGH BACKSPLASH AT ALL COUNTERTOPS THAT TERMINATE AT WALL. STAINLESS STEEL LAVATORY B 1 MIRROR BOBRICK B-1 65 2436 24"x36"OISHCHANNELTASFRAME MIRROR„ BACKSPLASH TO MATCH COUNTERTOP MATERIAL. 3. TANK TYPE TOILETS: GLACIER BAY 2 PIECE 1.1/1.6 GPF HIGH EFFICIENCY DUAL FLUSH POLISHED STAINLESS STEEL ADA#N2316 SATIN-FINISH STAINLESS STEEL 4. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION 2' \ _40" MAX.[ 4. LAV SINK-WALL HUNG KOHLER#K-2031-0 GREENWICH WALL MOUNT BATHROOM SINK C 1 UTILITY HOOK BOBRICK 3-6707 CONTRASTING I/4" 1 1 B-309.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE SIDEWALL - B.O. REFLECTIVE SURFACE Y THICK EQUALATERAL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, N (WHITE), FAUCET"DELTA" (ADA)#87T105 SINGLE HOLE HANDEL, CHROME TRIANGLE WITH 12" ADJACENT TO THE TOILET PAPER DISPENSER.THE DISPOSAL UNIT SHALL BE N 2x8 HORIZ. BLOCKING D 1 GRAB BAR (REAR) BOBRICK 3-5806 x 36 ��' EDGES a CONTINUED BETWEEN STUDS 5. G.C. TO INSTALL TRUEBRO LAVGUARD-UNDERSINK PIPE COVERS FOR SUPPLY AND _+60 _ LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT 19 YAF.F INCHES MINIMUM ABOVE THE FINISH FLOOR. m / / DRAIN VALVE. E 1 GRAB BAR (SIDE) BOBRICK B-5806 x 42 -r--- 1/8" RADIUS (TYP.) 5. THE WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH A DOOR THAT 6. SCHLUTER SYSTEMS TRANSITION WALL STRIP;ANODIZED ALUMINUM. F TOILET SEAT BERMIS 1955CT 000 ELONGATED FRONT TOILET SEAT (WHITE) HAS AN AUTOMATIC-CLOSING DEVICE. g" r INSULATE ALL EXPOSED PIPING SURFACE MOUNTED VERTICAL TANK +60" - 6. REFER TO PLUMBING DRAWINGS FOR ALL FIXTURE TYPES. BELOW LAVATORY TO G 1 SOAP DISPENSER BOBRICK B-21 1 1 SATIN-FINISH STAINLESS STEEL A.F.F.4RESTROOM CLEAR FLOOR SPACE w GENERAL NOTES: CONTRASTING 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 w� H 1 WASTE RECEPTACLE BOBRICK B-279 SATIN-FINISH STAINLESS STEEL DIA. CIRCLE u N m BY MFR., DASHED UNES ON ELEVATIONS REPRESENT APPROXIMATE LOCATION OF i A TOILET 60"X 59" t:1-- - 2x8 HORIZ. BLOCKING BLOCKING. W Hi NOT USED `�' CONTINUED BETWEEN STUDS 2. REFER TO PLUMBING SHEETS FOR SPECIFICATIONS OF ALL FIXTURES. Z B SINK 30"X 48" SURFACE MOUNTED SATIN--FINISH _ KNEE/TOE 6" • COVE LASE, REFER TO FINISH 3. ALL WALL MOUNTED PLUMBING FIXTURES ARE TO BE SUPPORTED BY IN-WALL CARRIERS, E In Z K 1 SANITARY NAPKIN DISPOSAL BOBRICK 8-254 STAINLESS STEEL DOOR SYMBOL C FRONT APPROACH OF DOOR 12 MIN CLR ON CLEARANCE SCHEDULE SEE PLUMBING SHEETS. L 1 SEAT COVER DISPENSER BOBRICK B-221 SURFACE MOUNTED SATIN-FINISH PUSH SIDE o- 4. REFER TO WALL DETAILS ON SHEET A07.00 d STAINLESS STEEL D PULL SIDE OF 3`-0" DOOR 54"X 60" - 17" - FIN. FLR. al I SURFACE MOUNTED SATIN-FINISH FRONT APPROACH 18" MIN CLR ON O M] 1 PAPER TOWEL DISPENSER BOBRICK 8-262 STAINLESS STEEL PULL SIDE , _, `, 3/8"= l'-0" BAR KEYNOTESCO z 4111, (...) 1- jib 8'-0"A.F.F. jb.8'-0"A.F.F. W Li] GYP. BD. CLG. i Y GYP. BD. CLG. I-- U J__ -- V ( ( ( ( I I I V ( ( ( I I I I I I z w Q 1`�i" MIN. 1 7 7T ' ' i > J - P-1 H - L.L,J ALL WALLS i 39"41" B - - __ - P 1 0 0 / 1 © ALL WAI LS W es co El 6 6 I- (-) i © © 6 El © © I B 1 6 N I I I =�f V 0 N 0 o i 0 1 1 I Q U I- - - - - - 74 I ! 7 �� \ 1 I X16" MIN.`` Z Q 0 r v � L°_ _ _ __ 0 �C 3 I ` r — i '� 18MAX. ` z 0 FRP1 IA © - - � 4 i_ - _ - � FRP1 F- • hl � , ► 0 \ r: \ �� ALL WALLS L _ - J L - m ALL WALLS \ -cr r Co � © fn 00 V \ o.I rn \ © NJ u m r' I � © 2 C� Q ... SZ a 1--- 0 _o 0'-0" FIN. FLR. �� 0 0'-0" FIN. FLR.� ll r , 0'-0" FIN. FLR.`41F \ _ &1 ALL WALLS 24" MIN. JI © ca co .--- F_ . B-1 ` 42" MAX. INTERIOR ELEVATIONS-SUITE 2 INTERIOR ELEVATIONS-SUITE 2 (9 INTERIOR ELEVATIONS-SUITE 2 . INTERIOR ELEVATIONS-SUITE 2 ALL WAI I S REV DATE DESCRIPTION ' 1/2'= I'-0" - 1 i Jj-c:. INITIAL AGENCY S11HMIf iAl. - - - RESTROOM PLAN - SUITE 2 i . -_ •8 "A.F.F.F. 8'-0" F.F. ■ -' '-0 GYP. BD. CLG. ¶ A.F.F.GYP. BD. CLG. - 4'-6" MIN. / / , ...E.„ ` P-1 Q. \\ / 39"-41" i ALL WALLS - - - - B j vv i D 1 © / �1 7 " v \ Ei p 6 © r 1 6 El 6 © E BJ I / 7 1 6 © I {nl I I %` 1 I [ D --\ 1 1 I I I.j- L_.. \ • 1 I -- r I I - - - - r - - - - - J � I - - �� 1 C 16 I © i }� /) i _ 4 16" MIN, DRAWN BY: DMP y f CHECKED BY: V1lgC _ - - _ , 18" MAX.' 4 C-� - - I( `I p` I FRP 1 - -� L ARCH. PROJECT NO.: m ` I L - - J ALL WALLS g III - © (. [ ---- B KM20001 .4 rn N V © l7 a, w / (- SH AM 0ENLARG ECS 0 0-0' FIN FLR. ` I 0-0 FIN. FLR. O © 42"MM►X.. 1 B-1 — _ . _ I . ° RESTROO M ALL WALLS M ■ ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ . PL�eNS °INTERIOR ELEVATIONS-SUITE 1 °INTERIOR ELEVATIONS-SUITE 1 0 INTERIOR ELEVATIONS-SUITE 1 0INTERIOR ELEVATIONS-SUITE 1.r..., I I S SHEETT NUMBER: TYPICAL RE TR 1/z" = 1=0" 1/2" = 1 -0' _ _ , - RESTROOM ELEVATIONS �` � 0 .1 E - ��;� .11- ,, _ NOTES: NOTE: GALVANIZED STEEL CHANNEL NOTE: NOTE: C BUILDING WALL& KEN McCRACKEN, JAMB SIMILAR. ANCHORING OF DOOR FRAMES OCCURS WALL SLEEVE BEYOND WHERE NECESSARY ADJUST MORTAR SEE FOR ACCESSIBILITY SHEETS GLAZIN SYSTEM ARCHITECT AT JAMBS ONLY AND PER FRAMEn BED OR ADD UNDERLAYMENT TO FOR DETAILS AT THRESHOLDS. AT JAMBS, INSTALL MANUFACTURER'S PUBLISHED GUIDEUNES. , V ' MAINTAIN ACCESSIBILITY SEE A8.15 FOR DOOR DETAILS. Arehitectwe•Program Mana7emenr.Permitting MINIMUM OF 3 JAMB REQUIREMENTS AT TRANSITIONS CUPS PER SIDE (TYP). BUILDING BETWEEN DIFFERENT FLOORING TYPES. 1',! 38 EXECUTIVE PARK WALL I TEMPERED GLASS PANEL. SUITE 310 n li/ - DOORJAMB GUIDE NOS' SEE DOOR SCHEDULE AND �1 IRVINE, CA 92614 V ZINC TRANSITION S1 KIP Contact:Jeff Liederman SELF-ADHERED BEYOND. ELEVATIONS FOR INTERIOR PARTITION PER } �_ DOORSILL FLOORINSUPPUEDGACONTRA OR D INSTALLED BY � � BEYOND.MASONRYUNE OF WALL (949)430 7051 FLASHING WALL FURRING ADDITIONAL INFORMATION. jiiedermanpmdginc.com R-11 BATT WALL TYPES. PER INTERIOR WEATHER INSULATION U.O.N. GALVANIZED DRIP FINISH SCHEDULE. STRIPPING COILING DOOR CLOSURE PER DOO�HTEDULE FINISH SCREED. INSTALL PER - - BAR WITH WEATHER BOOT -7-/\/-/ EXTERIOR DOORJAMB BEYOND MANUFACTURERS BY DOOR MANUFACTURER. STUD/TRACK HEADER GUIDELINES DEPENDING I ELASTOMERIC BOX lYP ON EXTERIOR FINISH. DOOR SWEEP(TYP.AT ALL { I PAINT TO MATCH WALL �• ) SEALANT BEAD - ----_ _-__-->---JFINISH FLOOR- EXTERIOR DOORS) JEFF LIEDERMAN, ARCHITECT COLOR. SANDED ELASTOMERIC _� IAIL SMOOTH FINISH SEALANT AT PERIMETER ACCESSIBLE ALUMINUM SEAL. -I H.M. FRAME. FINISH ROD AND ` ADHERE GYP. BRD. JOINT (TYP.) /1 I i TTHRESHOLD SET IN FULL f CONTINUOUS L90 x 2"X 2"x WHERE OCCURS PER FLUSH-STRUCK ELASTOMERIC • BED OF MASTIC. 1 I PER DOOR SCHEDULE. WELDED STUD ANCHOR AT 24"0.C. RESILIENT FLOORING ELASTOMERICTO BLOCK SURFACE. SEALANT. ST CONTINUOUS SEALANT HOLD SLEEVES CERAMIC 1lLE SEALANT AT EXPANSION DOOR FRAME OFF SLAB T NEW CONCRETE ONLY FINISH SCHEDULE. FLOORING WHERE JOINTS WHERE OCCUR. I FINISH FLOOR �/ SETTING SHIM (WHITE)AT PERIMETER OF • S OCCURS. �� E� A��'I� DOOR FRAME. I \� DOOR AND FINISHES DOOR AND FRAME PER INTERIOR ___ (�iL� tI MKENNETH J. PER SCHEDULE IRACKS SCHEDULE - SIDEWALK AT ACCESSIBLE ZINC THIN SET MORTAR STOREFRONT. CONCRETE S.O.G. • - TRANSITION STRIP. BONDING BED. 'AM S, WA / / / J.-1.xLicense 5 5W 3"= l'-0" 3.. = 1'-0" 3"= 1'-0" 3., = 1'-0" 3..= I,-0" i - IEA JAMB INTERIOR DOOR Q3 DOOR,Ap90"rOz 03-DOOR-A0805-09 03-DOOR-A0805-05 I 03000R ra9o5-o1 /D5/2020 02.22.18 02.22.18 41,22.18 92.22.18 WHERE BUILDING WALL AT WOOD FRAMING SUBSTITUTE 3/8"x 2" J( f 9 C1 }r�- j, 1 L\ _ K,rn;zr :, NOTE: NOTE: '' 2 _1 '�ti}'�-' �'t� '� �_ b,_1,---:.. :'...s:, •.:.•-:')�\.' � '.� I\. - ``��. - � - CONSULTANT: MATERIAL DIFFERS,THIS DETAIL LAG BOLT FOR HD ANCHORS AND#12 x 3' IS TO BE CONSIDERED "SIM." GALVANIZED SMS FOR WEDGE ANCHORS. DOOR FRAME LOCATION NO. DOOR SIZE (W x H) THICKNESS TYPE MAIL FINISH MAIL FINISH HEAD JAMB SILL HRDW. GRP. KEY REMARKS GALVANIZED L 3"x 2"x 1/4" 134111VARIES, TO $E _ CONTINUOUS. MITER AND _ VARIES < E > RELOCATED - -- P-1 -- P-7 -- -- (E) A O FILLET WELD CORNERS. LOW HIGH CONTINUOUS BEAD ®SILL HEAD STOREFRONT <100> (N) 3 0 x -- F GLASS PRE-FIN ALUM PRE-FIN -- -- -- 1 MATCH (E) O OF SEALANT. \ MATCH (E) ALUM. SIMPSON WA25214MG. CONFERENCE ROOM <101> (N) 3'-0"x 8'-0" - INSTALL 4 PER JAMB AND EDGE OF DOCK PER PLAN GLAZ. HERCULITE DOOR AT HEAD ANGLE. , BELOW WHERE i 0'4" R.O. I OCCURS. UNISEX RESTROOM <102> (N) 3'-0"x 7-a. 1 3/4" D S.C. P-8 TIMELY P-7 20/A05.0 20/A05.0 8/A05.0 5 B O 3'-0" 3'-3" 3'-3" PER DOOR SIMPSON TITEN THD37300H AT EACH N__. ( tt �r SCHEDULI 1 EQ. EO. �r EQ. DOOR MANUFACTURERSSTEEL ANGLI=AT DOCK UNISEX RESTROOM <103> (N) 3'-D"x T-0" 1 3/4" D S.C. P-8 TIMELY P-7 20/A05.0 20/A05.0 8/A05.0 5 B 0 w ; _ - I EDGE BELOW WHERE \ JAMB MOUNTING TAB. BUILDING OCCURS. WALL FUTURE LEASABLE AREA <104> (N) 3'-0"x 7' 0" 1 3/4" B S.C. P 8 TIMELY P 7 20/A05.0 20/A05.0 8/A05.0 2 VISION GLASS WALL FURRING li ,- WEATHER STRIP • WHERE OCCURS PER PROVIDED BY DOOR INTERIOR FINISH ] MANUFACTURER. FUTURE LEASABLE AREA (105> (N) 3'-D"x 8'-0" 1 3/4" E H.M. P-8/P-11 TIMELY P-7 16/A05.0 __ -- 4 MATCH OPENING SIZE \ / : . SCHEDULE AND ADD SHIM _ '!' E, F" INTERIOR ELEVATIONS. i AS READ. (N)10'-0"x 9'-10" STEEL = Z FUTURE LEASABLE AREA (106) ROLL UP -- C STEEL P-11 GUIDE 18/A05.0 19/A05.0 12/A05.0 3 D © PAINT EXTERIOR \ / w O W PLYWOOD WAINSCOT TO STEEL OVERHEADa 48:AFF WHERE OCCURS. I2" CLEAR FUTURE LEASABLE AREA <107>COILING DOOR. PRIME (N)10'-0"x 9'-10" -- P 1 1 C STEEL -- STEEL CL U q AND PAINT PER ROLL UP GUIDE 18/A05.0 19/ADS.D 12/A05.0 3 p © PAINT EXTERIOR a.f 00 } L90 x 3"x 3"x 3/16" GALVANIZED EXTERIOR ELEVATIONS. kil itg STEEL CORNER PROTECTOR AROUND - COILING DOORJAMB GUIDE BY NOTE: REFER TO SHEET A02.30 FOR FINISHES. DOOR N QTES T T I _J Q FURRED OPENING. ATTACH WITH #10 REMARKS X 2" SMS AT 18"O.C. DOOR MANUFACTURER. 1. ALL DOOR FRAMES TO BE TIMELY. / \ - _ Z z 1 1/2" = 1'-0" DA GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, AND 2. ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE ` I 1 01 E 0 . SEALING (WHERE APPLICABLE} OF ALL EXISTING PERSONNEL AND ROLL-UP DOORS. GENERAL T o3�JooRrpeosio ;,, OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN PROPER OPERATING CONDITION. 1 00 O O . (i) O O O 022218 GRASP THE OPENING HARDWARE i\iFURRING'+--"----INTERIOR FFIINN ISH ALL OD READ. SEE ®B INTERIOR/EXTERIOR FACE OF DOOR AND FRAME TO BE PAINTED AS SCHEDULED. 3. EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIALPER DOOR �I KNOWLEDGE OR EFFORT OR WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING SCHEDULE I- ANCHOR DOOR HOUSING TO WALL PER HARDWARE . Z w MANUFACTURER'S INSTALLATION GUIDEUNES. O PROVIDE STAINLESS STEEL KICK PLATES ON EACH SIDE OF NEW DOOR. - w ` +,'-I \ I T---- ,�f, � , ii CO,47:::•'-', .1 , -� �J 1 4. ANY (N) OR (E) DOOR THAT IS PART OF THE EXIT SYSTEM IS TO BE PROVIDED WITH A TACTILEJlI'\'':/%',/ T _: --, Iw EXIT SIGN MOUNTED IN ACCORD WITH ACCESSIBILITY SHEETS. - ZBUILDING WALL >` Eff._--;._-___ D� PROVIDE WALL MOUNTED CHAIN HOOK AND BOTTOM SLIDE LATCHES WITH LOCKS. GLAZING FRAME W PER PLAN ' ;Q 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE INTERNATIONAL WINDOW G G REMARKS w > J APPLY CONTINUOUS +1 u_ SYMBOL OF ACCESSIBILITY, TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION TYPE THK. L HL FIN. JAMB HEAD $I1 d.. I UNE OF CEILING. </:E PROVIDE RODENT BLOCKING SWEEP ON BOTTOM EDGE OF DOOR. PATHS. (E) 3'-0"x 7'-0" _- - _ O SEALANT AT ALL �- % PAINT FRAMES PER NOTE 1 BELOW C'./ 7 EXPOSED EDGES. 6. GENERAL CONTRACTOR TO VERIFY PROPER FUNCTIONING, LATCHING, LOCKING, AND _ CL L CO gFO STOREFRONT MANUFACTURER TO BE KAWNEER OF EQUAL WITH ARCHITECT CLASSIC SEALING (WHERE APPLICABLE) OF ALL EXISTING PERSONNEL AND ROLL-UP DOORS. GENERAL °l (PER PLAN) X 8'-0" TEMP. 1/2 ALUM. PRE-FIN. 17/A05.00 17/A05.00 HERCULITE DOOR SYSTEM w N HARDWARE. CONTRACTOR IS TO SERVICE/ REPAIR ANY DOORS NOT IN PROPER OPERATING CONDITION. A ! N DOVV NOTES 0 0 N GALVANIZED MANUAL GROUP 1: ENTRY DOOR GROUP 4: BACK ALARMED EXIT I 8 N` OPERATION CHAIN QTY. DESCRIPTION FINISH MFR. QTY. DESCRIPTION FINISH MFR. < Z �I BEYOND. - -� 1. WINDOW SYSTEM: PAINT ALUMATONE SC108. GALVANIZED STEEL ,-------If' 3 EACH HINGES 5BB1 4.5 x 4.5 NRP 630 IVE 3 EACH HINGES 513131 4.5 x 4.5 NRP 630 IVE TO -INDICATES 1/4"TEMPERED GLASS CHANNEL ANCHOR 1 EACH PANIC DEVICE V40 X- CD-99 STRIKE AL DET 1 EACH EXIT ALARM DEVICE V40 X EH - CD-99 STRIKE AL DET 1 Z < 0 C: EACH SFIC CORE (BY OWNER) 626 INS 1 EACH SFIC CORE (BY OWNER) 626 INS Z O NOTE: 1 EACH MORTISE CYLINDER 80-116 626 SCH 1 EACH MORTISE CYLINDER 80-1 16 626 SCH LLI 1 EACH SURFACE CLOSER 41 1 1 SCUSH 689 LCN 1 EACH SURFACE CLOSER 41 1 1 SCUSH 689 LCN SEE DETAIL 10 FOR O 1 EACH DOOR SWEEP 315CN AL PEM 3/8" = 1-0" GALVANIZED JAMB SLEEVE1 EACH DOOR SWEEP 315CN AL PEM �, s2 , AROUND PERIMETER OF ADDITIONAL INFORMATION ON. 1 1 EACH THRESHOLD 171 A MSES10 AL PEM 1 EACH THRESHOLD 171 A MSES10 AL PEM DQW '. A. I (f) 0 STEEL SLEEVES AND ANCHORS. LA SEALS BY DOOR MFR. SEALS BY DOOR MFR. DOOR OPENING. PRIME T ce *SEE KEYNOTE F ABOVE' AND PANT TO MATCH I GROUP 2: OFFICES / WAREHOUSE WHIP AND TRANSFORMER SUPPLIED BY MFG. DET / n EXTERIOR BUILDING WALLS. 2 r- I QTY. DESCRIPTION FINISHOVERHEAD_ MFR. GROUP 5: RESTROOM (SINGLE-ACCOMMODATION) COILING DOOR V 3 EACH HINGES 5BB1 4.5 x 4.5 652 IVE QTY. DESCRIPTION FINISH MFR. RELOCATED DOOR @ OFFICES DOOR @ WAREHOUSE Q ^I � CHAIN LOCK HASP CD 1 EACH LEVER (PASSAGE) - FALCOLN - DANE BRUSHED ALUM. -- -- 3 EACH HINGES 5BB1 4.5 x 4.5 652 IVE (E) PER SCHEDULE 1r PER 1 la J % 1 EACH SURFACE CLOSER 401 1 689 LCN 1 EACH LEVER (PRIVACY) - FALCOLN - DANE BRUSHED ALUM. -- -- �r d' SCHEDULE � + COOr- STEEL DOOR GUIDE. 1 EACH WALL STOP -GENERIC - BRUSHED ALUM. (WALL-MOUNT) -- -- 1 EACH SURFACE CLOSER 4011 689 LCN I 18 3 EACH SILENCER SR64 GRY IVE 1 EACH WALL STOP GENERIC BRUSHED ALUM. (WALL MOUNT) 626 IVE __.,___ . ---- '1, VISION GLASS ; ,t1 2 FINISH FLOOR 3 EACH SILENCER SR64 GRY IVE 20 20 • REV DATE DESCRIPTION GROUP 3: ROLL-UP DOOR 1 EACH KICK PLATE 8400 10"x 2" LDW 630 IVE -- __ Lu , QTY. DESCRIPTION FINISH' MFR. J �,, _1 1" = 1'-0" Lu ( 11.09.20 INITIAL AGENCY SUBMITTAL ANY HARDWARE AND/OR LOCKS BY OWNER'S VENDOR CV �1ia it-a,6s Al-ii �v��.�::�V`�+ �`�*�v; 03-000R-A0805-11 � � s ' 0222.18 1 w \ U U I WALL CONSTRUCTION _ w 19 -I-- i - I I��-PER PLANI ,,\ I J' 1 / zo SCHEDULED INSULATED GLASS i I - ( 12� f I , V PER SCHEDULE KICK PLATE WHERE � I CEILING FINISH ° SCHEDULED r TYPE "C" -� CONTN. 2x NAILER XBLDG. UNE - . _ � -BLOCKING WITH % HORIZONTALUO ___11r, z of BEYOND TYPE "A" TYPE "B'' COOKSON OR SIMILAR __- Pia . SHIMS AS REQUIRED /1 „ (E) EXTERIOR FINISH TO SERVICE DOOR �� GYP. BD. METAL REMAIN INTERIOR EXTERIOR EXIT DOOR - - i CORNER BEAD DOOR @ RESTROOMS PER ( FRY REGLET DRML-625 5/8" GYP. BD. / PER SCHEDULES STOREFRONT DOOR ( I EXTRUDED ALUM. 'L' /I CHEDULEJ EXIT (E)�PERSCHEDULE EQ EQ TRIM MOULDING r 0� 1 I/2" DEEP GLAZING I - / DRAWN BY: D.A. (E) STRUCTURE TO RMAIN 20 / • p_ CHANNEL WITH / 16 / CHECKED BY: V.K. b., w DRY-GLAZING GASKET CONT. SEALANT 0/ \ J ' �/'� J // ARCH. PROJECT NO.: a - 1/2"TEMPERED GLASS BACKROD-TYP. li CONT. SEALANT - W a / m WITH PENCIL-POUSHED EACH SIDE OVER I�ACKEROD WALKWAY, WHERE Li, a o _ B KM20001 .4 J'METAL STOP fo EDGES r__z_.:',1---- I OCCURS v U \ w U _( . > ", •- U \ U 1 L SHEET NAME: 1/2" EXTRUDED ALUM. =1 CONCRE 1 E FLOOR o -' O �\ "' a \ ALARM PANIC \ Z' REVEAL MOLDING J'METAL BEAD \ METAL FLASHING Ar _~' �� w \ r w DEVICE WHERE FINISHED FLOOR AS 9�r i = '�I d..,.6 d � \\ SCHEDULED 4 w \\\ DOOR & I�VIN®QV(/S _ SCHEDULED ALUMINUM STOREFRONT SHIM AS REQUIRED LI- - _ KICKPLA L ` N. I ASSEMBLY ° a 4 d \ ,r \ \ ANTERIOR ONLY ITYP SCHEDULES I 10' KICK �- - - GLAZING-SEE EXT. PLATE (TYP)---/TYPED TYPE "E" E F ELEVATIONS SHEET NUMBER: HEAD/BASE AT GLASS PARTITION • • 3 1 3.. _ I.-0" �� 1/4" = 1"-0" 03-DOOR-A0805-09 A000-DETIAAO A000-DETL-A00I . 0222.18 woo.x( )0030 0( REFER TOINDMDUAL DETAILS AND MFG NOTE: KEN McCRACKEN, INSTALLATION INSTRUCTIONS FOR REQUIRED I SHEATHING TO NOT ] ARCHITECT �� SCREW TYPE TO ATTACH ITEMS TO BLOCKING. u BE INSTAi I FD ON ] _ WHEN NOT SPECIFICALLY INDICATED USE MIN. CONT. FIRE SEALANT MIN. GAP FOR BACK SIDE OF STUDS 4 Architecture•Program Management•Permitting /6„ #8 SELF TAPPING SHEET METAL SCREWS. W/BACKER ROD ,, , �� DEFLECTION IN VOID LOCATIONS 44' O 38 EXECUTIVE PARK FIRE-SAFING MATERIALS PER oSUITE 310 C SEE CLG PIJAN � - - � - �` IRVINE, CA 92614 • . BLOCKING IS FOR ELEMENTS WITH A MAX. VERTICAL LOAD CONT. 18 GA DEEP LEG �� MANUFACTURER'S O DEFLECTION TRACK(1 I/2" MIN. RECOMMENDATIONS TO B.O. STRUCTURE I' i OF 100 LBS PER LF.ATA Contact:Jeff Liederman MAX. OF 7" FROM THE FACE DEEP LEGS) CONNECT TO ACHIEVE I-HR FIRE RATING I I 1 1 (949) 430-7051 C) ' OF WALL 1ROOF STRUCTURE AS SPECIFIED I o + -F/ I jliederman@pr-naginc.com IN TRACK ATTACHMENT 20 GA CONT. TRACK TO MATCH O SCHEDULE. DO NOT ATTACH STUD WIDTH ATTACH W/(1)#1 2 1� - - -- - •�, SHEATHING TO TRACK SCREW IN EACH STUD /` \ l o n� STL STUD BRACE 48"O.C.,ALT.SIDES o OQ� 4" + D 3-HR RATE'1� i � I a� O O O� JEFF LIEDERMAN, ARCHITECT I �t�O CONNECT TO I + + BRACE TO WALL 15 SEAL: I I 1 STRUCTURE I TRACK W/ (4) # 10 1 + + TEK CUP BRACE FLANGE &BEND 1 -�� WEB FOR ATTACH ED A NOTCH TRACK I * CONT. 18 GA DEEP LEG �� 1 `�� MIN. GAP FOR pla SEE CLG PLAN R AT EA. STUD. I I DEFLECTION TRACK11 1 1/Z" MIN. ( DEFLECTION B.O. CLG SEE CLG PLAN - �� '/ 8 GA. BACKING TRACK. I SEE TYPES B.O. CLG ! C.3 KENNETH J. BELOW DEEP LEGS] CONNECT TO ROOF LENGTH+SIZE AS STRUCTURE AS SPECIFIED IN TRACK CONT. TRACK TO MATCH STUD CONTINUOUS 18. GA MIN. M RACKE C---) SPECIFIED IN DETAILS > ATTACHMENT SCHEDULE. DO NOT WIDTH ATTACH W/(1) #12 TOP TRACK • ATTACH SHEATHING TO TRACK SCREW IN EACH FLANGE OF _ _ - 5/8" GYPSUM BOARD CEILING, UNE OF CLG WHERE OCCURS. License*5599 ATTACH TO EA STUD W/ AM S, WA (3) #8 PAN HEAD SCREWS. EACH STUD ---N--- SEE FINISH SCHEDULE & REFER TO CEILING PLANS. �CONTINUOUS METAL � 0� NON-RATED METAL STUD FRAMING \ C BRIDGING CONTINUOUS AS __________________Li. BRIDGING SYSTEM AS .r J 9�� OF0�� 3"= 1'-0" 1 111 -.� -- 3"- 1'4y" REQUIRED - METAL STUD AS SPECIFIED BELOW, REQUIRED METAL STUD AS SPECIFIED BELOW o5,tio7oo-ra CONNECT TRACK TO VERT STUDS l on9oai z REFER TO STUD CHART FOR GAUGE REFER TO STUD CHART FOR GAUGE / / ar.22.1 arx2,1 FINISH AS REQUIREMENTS AND SPACING. FINISH AS REQUIREMENTS AND SPACING. /7 0 5/20 20 W/(I)-#8 SCREW IN EACH FLANGE OF EACH SPECIFIED BELOW SPECIFIED BELOW CONTINUOUS TRACK STUD, EXCEPT INSTALL(2)48 SCREWS IN EACH ' 1 I & FINISH Kim/2683 NOTES: (GAGE TO MATCH FLANGE AT VERT STUDS WITH DIAGONALS CONT.TRACK TO MATCH STUD V SCHEDULE PROVIDE SOUNDCONSULTANT: 1) THIS DETAIL SHALL NOT BE UTIUZED IF STUD DEPTH EXCEEDS 8" WALL STUD) WIDTH ATTACH W/ (I)#12 ATTENUATION OR 2) RIGID FACING MATERIALAPPUED TO BOTH STUD FLANGES MAY BE SCREW IN EACH FLANGE OF THERMAL INSULATION AS UTILIZED IN LIEU OF Li-CHANNELPROVIDED THE FOLLOWING � �LEACH STUD ATTENUATION AS SPECIFIED BELOW PROVIDE SOUND CRITERIA: V FLOOR ANCHOR AS CONT. FIRE SEALANT W/ ATTENUATION BELOW A) STUD HEIGHT DOES NOT EXCEED 16' SPECIFIED IN TRACK BACKER ROD B) SHEATHING APPUED TO BOTH STUD FLANGES FULL HEIGHT ATTACHMENT SCHEDULE PER APPUCABLE A.S.T.M. STANDARDS DIAGONAL BRACING OPTIONS — - 1.__ C) STUD SHALL BE BRACED IF ONE FLANGE IS TEMPORARILY UNSHEATHED / \ D) STUD GAUGE ISA MAX. OF 16 GA � ~ .�• � \ FLOOR FINISH AND BASE PERIII I FLOOR FINISH AND EASE PER TY[ I TYPE 2 ? :"3 f IA '� ROOM FINISH SCHEDULE. ROOM FINISH SCHEDULE. 1/2" MIN. MIL. STUD FRAMING , I 1 <1........< AS SCHEDULED . - (1) STUD #8 SCREWS' i 2"c/c obi 0-0"A.F.F. _ i' 0'-0"A F.F. i_ i J C11)1 HR RATED FINISHED FLOOR _ / \ �� FINISHED FLOOR I� _ / \ 1 1/2" x 1/2" x 16 GA (2) STUDS (2) STUDS w/ /\/ ,r, COLD-ROLLED : / CONTINUOUS TRACK TOP CHANNEL 43:14'-0"O.C. #8 SCREWS® 12"c/c & BOTTOM, SAME CONT. TRACK TO MATCH 1110-1' � FLOOR ANCHOR AS STUD WIDTH ATTACH W/ " WALL MAX.VERTICALLY THICKNESS AS STUD. SPECIFIED IN TRACK �� (1) #I2 SCREW IN EACH � � DESCRIPTION TYPE DESCRIPTION ATTACHMENT SCHEDULE7A FLANGE OF EACH STUD PARTIAL HEIGHT WALL-3 5/8" METAL STUDS W/5/8"GYP. BD., BOTH SIDES+R-1 1 SOUND Q PARTIAL HEIGHT WALL-3 5/8" METAL STUDS W/5/8"GYP. BD. +R 1 I SOUND ATTENUATION 1 ATTENUATION F �� "" - �76 PARTIAL HEIGHT WALL-6" METAL STUDS W/5/$" GYP. BD., BOTH SIDES+ R-1 1 SOUND ' 2"x 2"x 16 GA, CUP STUD MAX DIAGONAL LENGTH / \ - ATTENTUATION ANGLE, LENGTH SHALL BE 1/4" 7@_ S, W LESS THAN STUD WIDTH. THICKNESS TYPE 1 TYPE 2 TYPE 3 / FASTENED TO STUD AND 3 5/8"x 1 1/4" 19 MIL 8'-0" 14'-0" 18'-0" W CHANNEL W/ 4)#8 SCREWS 3 5/8"x 1 5/8" 33 MIL 10'-0' 18'-0" - NON-RATED Z a III 3" = I'-0" 112" = 1'-0" 3"= I'-0" 1 1/2''= l'-0" 1 1/2"= I,-0,. Ca 4 ' 1 LT GAUGE FRAMING & ATTACH. MATRIX � ,i 1 NON-RATED RESTROOM PARTITION" ,�3 NON-RATED PARTIAL HEIGHT PARTITION ,�� Z o 01/0700-13 05f070Q15 02.22.19 02.22.1 I 0222.19 02.22.1 02x2-1 ■ - - • MIL. THICKNESS - STRUCTURAL GAGE NUMBER CROSS REFERENCE v) 20 GA 33 MIL I- 18 GA 43 MIL _ w 16 I6 GA 54M1L ^ ice LL i3 i 14 GA. 68 MIL [ 1 1 1 SEE CLG PLAN[k U SIM. 12 GA. 97 MIL /1/-7-1 IB.O. STRUCTURE Y 7/ (1 2C-1‘\ LWEXAMPLE CROSS REFERENCE: J W3 5/8", 18 GA STRUCTURAL METAL STUD=362 S 162 43 R 38 GATT INSULATION - ' 2O W/WHITE SCRIM STUD S=STUD FLANGE STD SLOTTED TOP TRACK W a W CO DEPTH T=TRACK WIDTH THK AT ROOF SYSTEM, SEE ___N._._ N 0b (..) 8 PL-2 =3.625" =1.625" =43 MIL. TRACK ATTACHMENT -- ❑ N =3 5/8" =1 5/8" =18 GA SCHEDULE BACKSPLASH < I--- CZ r DEFLECTION SUP TRACK Z < O NESTED IN TOP TRACK z Q -. Ce MAX. Z V �� I --_ WALL HGT. STUD SIZE SPACING REMARKS g < III O k I\ \ `/ / / ;_ 10'-0" 36ZS 1 bZ-33 l b" OC. SEECLGPLAN m ❑ 16'-0" 362516243 16" O.C. B.O. CLG .qt- T 18'-0" 362S162-54 16" O.C. r ) r` 20'-0" 362S162-68 OR 6005162-33 16" O.C. UNE OF CLG WHERE V PL-53'3 3/8" 3'-3 3/8" OCCURS. REFER TO CEILING 22'-0" 6005162-33 16" O.C. PLANS. J N - BASE CABINET 24'-0" 600S 162-43 16" O.C. -_ _- Ca r ~ &ADJUSTABLE CONTINUOUS METAL - -�- v SHELVING 26-0" 6005162-54 16" O.C. BRIDGING SYSTEM REV DATE DESCRIPTION 28'-0" 6005162-54 16" O.C. FINISH AS METAL STUD AS SPECIFIED BELOW,= 1'-0" SPECIFIED BELOW REFER TO STUD CHART FOR GAUGE x.20 INITIAL AGENCY SUBMITTAL COPY AREA ELEVATIONS 30'-0" 800S162-43 16" O.C. & FINISH �� REQUIREMENTS AND SPACING. , _ -.-- SCHEDULE rSCHEDULE ( # -) KEYNOTES LIGHT GAGE FRAMING SCREW CONNECTIONS PROVIDE SOUND UNLESS NOTED, LIGHT GAGE FRAMING CONNECTIONS SHALL BE MADE USING#8 SCREWS. SEE ATTENUATION OR THERMAL 16 DETAIL 1 5/A07.00 FOR DIAGONAL BRACING CONNECTIONS. INSULATION AS SPECIFIED ' 3. 1. CABINETRY: BELOW .- AT LOCATIONS WHERE SHEATHING MATERIAL IS PLACED AGAINST THE SCREW HEADS OF UGHTGAGE FUTURE LEASABLE OFFICE SIDE — A. (SCHEME 1)- FORMICA-EBONY RIBBONWOOD 873-58 -BASE CABINETS (1'L-1); METAL FRAMING CONNECTIONS, PANCAKE HEAD SCREWS SHALL BE USED SO THAT THE SHEATHING AREA SIDE ' WILSONART-LINEN D427-S0 UPPER CAI3INCTS(PL-2) MATERIAL REMAINS STRAIGHT AND SMOOTH. 6 B £-HEME 22-)--- FORMICA-ASI 1EN RIC3T3OOT(WOOD 0836-513-BASE CABINETS ([1-3); - _ .. _._ .._ FURRING WALL HEAD ATTACHMENT a � �. - FLOOR FINISH AND BASE PER __ b C. (SCHEME 3)- FORMICA-ECUPSE MOXIE Y0483-60-BASE CABINETS (PL-5); MATERIAL OF BUILDING FASTENERS f I WILSONART-LINEN D427-60 UPPER CABINETS (PL-2) _ I 0 ROOM FINISH SCHEDULE. c= I 12 - I I,. I � —'I— — 0•-0"A.F.F. PL_2 Q Z. NOT USED. _. I © 3. 6ACKSPLASH \ r. '7:9 / \ FINISHED FLOOR 3. BAR SINK-ELJ<AY DAYTON GEI2521 STAINLESS STEEL SINK SINGLE BOWL TOP MOUNT SINK DRAWN BY: D.A. ��' __ (ADA). SEE PLUMBING DWGS. 3 5/8" MTL. STUD. #12-14 x 1 I/4"TO EACH STUD c' - CHECKED BY: V.K. PL-5 I I _1 �I 6" MIL. STUD. #1 2-14 x 1 1/4"TO EACH STUD ] ). -(T11' 4. BAR SINK FAUCET-AMERICAN STANDARD#7074000.075 COLONY PRO SINGLE HANDLE z ARCH. PROJECT NO.: - , , - 0 _ KITCHEN FAUCET. SEE PLUMBING DWG'S. _ _ T .. DESCRIPTION ' _ . ._ _ _ = . _ _ - ' m FULL HEIGHT WALL-6" METAL STUDS W/5/8' GYP. BD., BOTH SIDES+ R-1 1 SOUND B K M20001 .4 - _ - „ , . , - - 5. INSTA HOT WATER HEATER, BELOW COUNTER-CHRONOMITE INSTANT-FLOW SR. SEE SILL AND HEAD TRACK ATTACHMENT SCHEDULE IA ATTENUATION 1 - TOE q« \ PLUMBING DWG'S. MATERIAL OF BUILDING FASTENERS 3/ POWDER ACTUATED SHOT PINS c� 1 b" O.C. [1 1/4" SHEET WALL PARTITI O N �{ 2-9' 3'3" �� 3'-3" J� f'-3' 3 3 1/4" 6. 30'vv FULL-SIZE REFRIGERATOR SHOWN DASHED. CONCRETE SLAB EMBED) DETAILS & INTERIOR © BASE CABINET&ADJUSTABLE SHELVING WITH ADA 7. NOT USED. METAL DECK (2(#10-16 x 2" SCREWS ci 16" 0.C. ELEVATIONSCOMPLIANT SINGLE BOWL, STAINLESS SINK,ADA (213/16" 0 POWDER ACTUATED SHOT PINS® 1 16" O.C. (1 1/4" COMPLIANT FAUCET, UPPER CABINET WITH 8, LOCATION OF (N) COPY MACHINE (PROVIDED BY TENANT) METAL DECK W/CONCRETE EMBED] ADJUSTABLE SHELVING. SHEET NUMBER: METAL DECK W/LIGHTWEIGHT FILL (2)#12-14 x 2" SCREWS® 16" O.C. 3/8" = 1'-0" I 3/8"= 1`-0" 3"= l'-0" 1 1/2"= 1'-0" ] . . , • • • NON-RATED FULL HEIGHT PARTITION 02.22. - ... _ 05�(J700-0 F OE.�0700-0! 02.22.1 ,' - ;' - ,'. . '